ML20205L078
| ML20205L078 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 09/23/1986 |
| From: | TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC) |
| To: | |
| Shared Package | |
| ML20205K766 | List: |
| References | |
| QI-QP-11.14-13, NUDOCS 8704020110 | |
| Download: ML20205L078 (485) | |
Text
{{#Wiki_filter:/-
~ 1 i ,F -
j 7 m y r g .r. p ? q p S
" r ;- T piKf(A ,.
4~ V. ' * .
-....:.. . . - . . . . . . . ~ . . . :.... .\ . .
\ , ;
l m ! ,. TUGC0 INSTRUCTION
'. .EXAS UTILITIES GENERATING CO. p QI-QP-11.14-13 Rev. T t i Page 1 of 30 )
<g.
- CPSES - ,
SEP 2 5 1986 D C' N d / M ).- - SEPARATION VERIFICATION OF ATTACHMENTS TO LOADED EMBEDDED PLATES 3 r 30.F , PREPARED BY: M 5 .
. .. 9> d APPROVED / / b 1
" D ATE I
~
/ I -
APPROVED BY: g -
,.. 'DA12' <
d3j;lr l 3l '.} iI. r- N 14 f 9 - b ,tSIl
1.0 REFERENCES
CP-CPM-6.3, " Preparation, Approval and Control of Operational O 1-A Travelers" 1-B CP-QP-16.0, "Nonconformances" 1-C QI-QP-16.0-5, " Reporting of Base Metal Defects" 1-D CP-QP-18.0, " Inspection Report" .
'. ** . . h. '.
2.0 GENERAL 2.1 PURPOSE AND SCOPE This instruction provides the inspection criteria and documenta-tion requirements to perform location, separation and spacing verification of welded attachments, Richmond inserts & concrete expansion anchors installed in proximity to embedded steel places. ' t This procedure is applicable to all in-process installations , (permanent & temporary, BOP and saf ety 'related) in Unit 1, 2 and Common Category I Buildings. It also applies to the reinspection of all loaded embedded plates in Unit 1 and Common Category I Buildings.
\ '
Reinspection and documentation of all loaded embedded plazas shall be accomplished by QC verification of "as-built"' sketches approved by SEG Engineer. , t .The criteria contained in this procedure shall apply except when specifically detailed otherwise on the originating engineering drawing or issue of a pertinent design change. 8704020110 870325 PDR ADOCK 05000445 A PDR
F . ,
" ' ' ~ ~ ~ ~ ~ ~ ~ ^ ~ ~ ~ ' ' "
N , .: e.
.y -. -
...o
,m,q : ,
e'>
-y: . 4 .
.s
,1,...,r-y . y. .
*I t -/
L TUGC0 IMSTRUCTION n QI-QP-11.14-13 Rev. 0 g>. Page 1 of 30 ( , TEXAS UTILITIES GENERATING CO.
- CPSES -
DEC 22 M SEPARATION VERIFICATION OF ATTACHMENTS TO LOADED EMBEDDED ~ PLATES i PREPARED BY: See original page 1 for approvals DATE APPROVED BY: See original page 1 for approvals DATE APPROVED BY: See original page 1 for approvals t i DATE 1.0 R_EFERENCES E-A CP-CPM-6.3, " Preparation, Approval and Control of Operational
,- Travelers" i
\ ) .
U 1-B CP-QP-16.0, " Reporting Costruction Deficiencies" 1-C QI-QP-16.0-5, " Reporting of Base Metal Defects" 1-D CP-QP-18.0, " Inspection Report" 2.0 GENERAL o . 3/ CO?ii',10L NO. t , g, _,. - 2.1 PURPOSE AND SCOPE This instruction provides the inspection criteria and documenta-
~
tion requirements to perform location, separation and spacing verification of welded attachments, Richmond inserts & concrete expansion anchors installed in proximity to embedded steel plates. This procedure is applicable to all in-process installations (permanent & temporary, BOP and safety related) in Unit 1, 2 and - Common Category 1 Buildings. It also applies to the reinspection of all loaded embedded plates in Unit 1 and Common Category I , Buildings. , l1
~
Reinspection and documentation of all loaded embedded plates shall be accomplished by QC verification of "as-built" sketches approved by SEG Engineer. The criteria contained in this procedure shall apply except when specifically detailed otherwise on the originating engineering , drawing or issue of a pertinent design change. QI-QP-11.14-13 Rev. O, DCN #2
- ))_ .,
.L- ~
*i
; ',; i i!qp;; ', .,
e '% i l DOCUMENT CHANGE NOTICE No. 3 Page 1 of 1
- 1. , Proc./ Inst. No. QI-QP-11.14-13 Rev. O Change Proposeo By S. Dodds 1
- 2. The following change / revision is reconunended. ,
4
- a. Description of proposed change (s) Paragraph 3.3 change NCR to CDR.
1 .i
- b. Justification for change (s) CP-QP-16.0, Rev. 26 See DR C-86-3, Rev. 1 bb! !) .b i "
(19I i': : '.1 r Nn 0~. n .c.a u
- c. I.ist other procedures / instructions affected by change (s) None 1
PD te tosf c % << pu.~r g ss p rep // J tafa c.Jm s ted
<- a . rr
- 3. Approval:
QC Supervisor dt4#
/
k /!/3/(I fi fr-r1 ace V, 2 - i i L J ~ QE Supervisor /M LI '
'1 ff O
QC Manager, Site [ ~/ Y' N
.- -.--. ,, _ __.. . -r -, - -
cJ
'y
, , .,, : D. : . . - -+ n ' y .;f. ':
- ,a . , . , ,.
O DOCUlGNT CHANGE NOTICE
. . . . z'y .p - - -
No.'
- b. Page I of _ .I.
- 1. Proc./ Inst. No. Ol-QP.I1,14-l'& Rev. O Change' Proposed *By h).(3.YEMNEby
- 2. The following change /rpvision is recot:cended.
1 l
- a. Description of proposed change (s)
- bsl4M(16 77T1.E o Je' -
RsFEREue.t t-B ro " RGpcRT1Ms loN.Sr>20c.r:DN TEPse GNc. E:S's BHANG 6 'NC R ' TD C.D R ^ I N MRA - GRAp>45 3.3 . 3. 4.5. 4 Anb 3.4. 3. 5 (D ,
/
- b. Justificatiot for chang'e(s) 2Et/15 son 2/o oF d9-OP-llo.O bt N.)
- omirnn,,, , u_..
"i : 9,nJLLCU'QIyy I "'* * ? ., , , , . -
~~**6ssVL. tyJ, /ff- (j s t-
- c. :.: r : r he pr:ct:durer/ ins tru::irns af f e::ed by chsn;e .r )
NOM
- 3. Approval:
QC Supe: .-isor
/4/. ~ /L////g Q( , i 5e;e: w r dd dd - /a,fff/W c M::ager, 5::e .
/2-f5N
.~...-..-:-
Af , L... ~ m x .~pf _
,. , . 99 a; 45;g ;.if ' ', ,
- c. ,
s DOCUMENT CHANGE NOTICE No. 1 Page 1 of 1
- 1. Proc./ inst. No. nT-op-11.14-13Rev. O Change Proposed 3y J. Walsh
- 2. The following change /ravision is recot: mended.
- a. Description of proposed change (s) Para. 2.3c " Foot Print Load Tm ta11ation Authorization (FPL)" are controlled documents used by SEC to authorize installation of attachments and document analysis of attachments to embedded plates (Attachment 9).
- b. Justification for chang'e(s) Current Attachment 9 (Footprint Load Transmittal) is being replaced with FPL Installation Authorization Fe,rm .
- c. Lis: other procedures / instructions affected by change (s) None
. .l p . : r, q i ! rn ;
L.I.j ! 'j , fi ' d I I !.)vvy:pt/I CONT 50i.ila. h n E :.a . i j
- 3. Approval: l QC Super.-isor _
/od ft, QE Supertisor / '
,4 re tt A
/
QC Manager, Site y-g ? [O M Sb l 1
~~~~"~~~-~~~ ~ ~ ~ .)f.v
- c.,
- . .s.
- va .s , .
~ , , .
. + - , .,
,, r: n . . a
- n. . .m(.
w O g>- TUGC0 INSTRUCTION QI-QP-il.14-13 Rev. 0 V EXAS UTILITIES GENERATING CO.
' Page 2 of 30
- CPSES -
OCTT 281986 2.2 GENERAL
- a. This document addresses plates anchored to the building walls, beams, and ceilings by Nelson studs, the attachments to these plates, and the location of these attachments on the plates. These plates provide structurally competent surfaces to which attachments such as pipe supports, cable tray supports, HVAC supports, etc., can be permanently attached by velding. The need for proper location of the supports on the plates is to avoid placing loads in areas of insufficient strength due to Nelson stud location or proximity to the edge of plate.
- b. This procedure does not apply to embedded plates which are intended for permanent attachment of specific structures (e.g., platforms, stairways, equipment, etc.).
fs c. This procedure does not apply to k" diameter Nelson studs welded to the embedded plate for the purpose of supporting ('- ) conduit identification tags.
~
2.3 DEFINITIONS
- a. " STRIP PLATES" are steel plates 3/4" thick, either 8" or 10" wide and of various lengths which are anchored to concrete surfaces by embedded Nelson studs.
- b. "LARGE PLATES" are steel plates 3/4" x 4'-0" x 8'-0" or 3/4" x 8'-0" x 12'-0" which are anchored to concrete surfaces by embedded Nelson studs. Tht; includes plates of either of these nominal sizes which were mcdified to include cut-outs or irregular shapes to conform to building configurations,
- c. " FOOT PRINT LOAD INSTALLATION AUTHORIZATION (FPL)" are ~.
controlled documents used by SEG to authorize installation of attachments and document analysis of attachments to embedded plates (Attachment 9).
- d. " LOADED NELSON STUDS" are those studs located within 12" along the length of a strip place or within 12" along the length or width of a large place, measured from the face of an attachment. (Attachments 15 and 16).
- e. " STRUCTURAL EMBEDMENT GROUP" (SEG) previously known as WEB is the engineering organization responsible for evaluating
, and qualifying embedded plates. l QI-QP-11.14-13, Rev. O, DCN #1 l
~
- fe Y :. Q
^
,:,,,.3 h p : ?.w;fy: , ,, _, , ;g . , x , , ., . h -
~
. ~ Ti
. , at _ -
l TUGC0 INSTRUCTION (EXAS UTILITIES GENERATING CO. p QI-QP-11.14-13 Rev. O Page 3 of 30
- CPSES -
SEP 2 5 1986
- f. LOADED EMBEDDED PLATE: Loaded embeds are steel plates anchored to the concrete with Nelson studs thru which welded attachments transfer loads to the concrete structure.
- g. IA - Inaccessible: An attribute which cannot be measured or verified at the time of inspection without physical removal of any portion of the component, system or structure and/or the removal or relocation of adjacent hardware.
- h. FE SKETCH: Field Engineering sketches depict the location of embedded plates and accurate information regarding welded attachment location, Richmond insert and Hilti bolts located in proximity to loaded Nelson studs, holes in embedded plates and loaded abutting plates.
- 1. "Ex" is the attachment location eccentricity from the embed center. line. (Attachment 18).
J. "F" is the distance from the edge of a penetration or edge
. of concrete to a loaded Nelson stud or edge of embed.
(Attachment 18).
- k. "D" is the distance from a Richmond insert to a loaded Nelson stud (centerline to centerline) or edge of embed.
(Attachment 18).
- 1. "Z" is the distance from a Hilti bolt to a loaded Nelson !
stud (centerline to centerline) or edge of embed. (Attachment 18).
- m. "S" is the distance from the face of a welded attachment to the face of an adjacent welded attachment. (Attachment 18).
- n. "R" is the minimum clearance required between Hilti bolts, Richmond inserts, edge of concrete, sleeves, embedded conduit, core bore or thru bolt to loaded Nelson studs. !
(Attachment 11, 15, and 16). l l
- o. "0" is the distance from an opening / hole (within the plate l area) to the face of an attachment. (Attachment 18). i l
\
2.4 RESPONSIBILITY The TUGC0 QC Supervisor, is responsible for the icplementation of this procedure. ( Structural Embedment Group (SEG) is responsible for evaluating & qualifying embedded plates.
- A .- n ,:4. g f gj.g S fq . .
r , , TUCCO INSTRUCTION gg TEXAS UTILITIES GENERATING CO. g>" QI-QP-11.14-13 Rev. 0 ( l-
- CPSES -
Page 4 of 30 JAN 201987 3.0 INSTRUCTION 3.1 VERIFICATION OF IN-PROCESS INSTALLATIONS 3.1.1 Use of Work Package (Permanent Attachments) An individual traveler (Attachment 1) per Reference 1-A and an inspection report (Attachment 5) will be included in the work package for all welded attachment installations. The traveler will contain the Unit, and the attachment location, (building, room no. , column lines or azimuth, and elevation) in the appropriate box in the top portion of the traveler. 3.1.2 Use of the Work Package (Temporary Attachments) Individual work packages will be issued for all attachment installations. The package shall contain a uniquely identified g operational traveler (Attachment 2) and an inspection report gj f (Attachment 6). 3.2 PRIOR APPROVAL REQUIREMENTS New or rework attachments (permanent and temporary) to embedded plates in Unit I require SEG approval (indicated by the engineer's signature on an FPL Attachment 9) prior to installation. Attachments to Unit II may be installed without an approved FPL provided the support can be located according to design documents or the criteria as delineated in this procedure. 3.3 LOCATION AND SEPARATION CRITERIA Embedded plates which have separation violations with expansion anchors or Richmond inserts may be rendered unusable by SEG. Plate sections that are determined to be unusable will be so stated on a DCA and painted red. No attachment shall be made to that portion of a plate which has been rendered unusable. Violations shall be reported via CDR per Reference 1-B. l 3.3.1 Permanent Attachments l The Incpector shall verify installations to the following criteria and document in accordance with Paragraph 3.3.1.2. O l QI-QP-11.14-13, Rev. O, DCN #3
~~ ~ ~ ~ --~ ~ - -~~~ '
. , . . .... . .. .c.
y:...';:._. ~ Q.b: .~,..~
,; c .
- .~".; : :..._
. :. L. ..
,' ;=.~___ s..,_.. e,"_ Q::. .... J.m %.
.,_L : .
_.. . . .. .~ . _7 TUGC0 INSTRUCTION
\
.EXAS UTILITIES GENERATING CO. - , g>- QI-QP-il.14-13 Rev. O Page 5 of 30
- CPSES - )
SEP 2 5 1986 :
- a. Attachment Weld in the Cantilever Region No attachment welds shall be made in the. cantilever region.
(Reference Attachment 13 and 14).
- b. Centerline of Attachment Offset to the Centerline of Strip
. Plate The centerline of an attachment shall be within 3/4" of the centerline of a strip place. (Reference Attachment 13).
- c. Spacing Between Welded Attachments Attachments to embedded plates shall be separated a minimum of 12" from the face of an adjacent attachment. (Reference ~
Attachment 13 and 17).
- d. Loaded Stud to Hilti or Richmond Insert Installations L
Clearances shall be as delineated in Attachments 11, 15, and 16.
- e. Distance from a Loaded Stud to an Opening Outside the Plate Loaded studs shall be separated from openings / holes outside the plate as delineated on Attachment 13.
- f. Distance from Attach: rent to an Opening / Hole within the Plate Attachments shall be separated from openings / holes as delineated on Attachment 13.
3.3.1.1 Base Metal Defects Base Metal Defects on the embedded plate which are observed during attachment inspection shall be reported per Reference 1-C. 3.3.1.2 Documentation Requirements The Inspector shall verify all attributes delineated on the 1 operation traveler (Attachment 1). If the attachment fails to I comply with any of the attributes listed on the traveler, the inspector shall unsat that attribute on the IR (Attachment 5) per Reference 1-D. I l d l 1 1 e
Ii.Y . ~
> l HC Zx.3.;%y *l' .1:hld& * .Y>
e:x ..- ' _ . .x T ,
,,,..x,.._ . _ _ . ,
l TUGC0 INSTRUCTION
.EXAS UTILITIES GENERATING CO. GP- QI-QP-11.14-13 Rev. 0 Page 6 of 30
- CPSES -
SEP 41986 3.3.2 Temporary Attachments The Inspector shall verify installations to the following criteria and document in accordance with Paragraph 3.3.2.2.
- a. The location of temporary attachments to embedded places shall conform to the same criteria that apply to permanent attachments. (Reference Paragraph 3.3.1.a thru f).
NOTE: The minimum spacing criteria shall apply to both temporary to temporary, and temporary to permanent attachments.
- b. Attributes delineated in Operation III of the operational traveler (Attachment 2) shall be verified and documented prior to loads being imposed on the temporary attachments.
3.3.2.1 Base Metal Defects Following removal of the temporary attachment the inspector shall verify acceptance of the removal area per Reference 1-C. - 3.3.2.2 Documentation Requirements The inspector shall verify those attributes delineated on the operational traveler. All unsat conditions shall be documented on the IR (Attachment 6) per Reference 1-D. 3.4 VERIFICATION OF PREVIOUSLY INSTALLED ATTACHMENTS 3.4.1 General Field Engineering will perform a complete walkdown of each room and account for all loaded embedded plates. Field Engineering shall prepare sketches which depict the location of the embedded
- p. late utilizing column and line coordinates. Azimuth, etc. The sketch shall accurately depict the location of all attributes described in Paragraph 3.4.3.2.
Field Engineering will identify each loaded embed plate with an "As-Built" tag (Attachment 10). The unique traveler number shall be clearly written on the tag with an indelible pen or approved marker. Tags shall be affixed to the plates with approved tape or other suitable materials. O I) s
*?
~-- -
g_,__ .m . 3 .? 2 ll N h'.3.~Y {. % ; ' * .'
~ & ~.p ;y . . ; .aw,. . ,. .t 's' i ' O S . W i O .' R + :. _
m . L i m3 TUGC0 INSTRUCTION d 'EXAS UTILITIES GENERATING CO. g>- QI-QP-11.14-13 Rev. O Page 7 of 30
- CPSES -
SEP 2 5 1986 3.4.2 Use of the Work Package A work package will be prepared for each loaded embedded plate including the operation traveler (Attachment 3), the IR (Attachment-7) and a copy of the FE sketch annotated with the operational traveler number. The Field Engineering sketch shall be identified with the operational traveler number and page numbers, signed and dated by the responsible Field Engineer and approved by SEG Engineer and attached to the body of the operational traveler. 3.4.3 Specific Inspection Requirements The Inspector shall verify installations to the following criteria and document in accordance with Paragraph 3.4.3.4 and 3.4.3.5. () 3.4.3.1 F.E. Sketch Accuracy Verification
- a. Verify the accuracy of the Field Engineering sketch to the tolerances shown in Attachment 12. Discrepancies shall be reported in accordance with Paragraph 3.4.3.5.a.
NOTE: Tolerances shown on Attachment 12 are to be used for Field Engineering sketch accuracy verification only. These tolerances do not apply to the criteria in Paragraph 3.4.3.2.
- b. Verify that all IA field conditions are correctly depicted on the FE sketch. Discrepancies shall be reported in accordance with Paragraph 3.4.3.5.a.
3.4.3.2 Separation Requirements The Inspector shall verify the following attributes in accordance with the referenced attachments. All violations shall be reported in accordance with Paragraph 3.4.3.5.b. , a. Attachment veld in the cantilever region. No attachment welds shall be made in the cantilever region. (Reference Attachments 13 and 14).
- b. Centerline of attachment offset to the centerline of strip O plate.
The centerline of an attachment shall be within 3/4" of the centerline of a strip plate. (Reference Attachment 13). 1
, ,. _ . _ . . _ . _ . , --.._.._.y _
r _ _ . _-,3 _ _ . _ , . _ , . - -
3
.~.f n.jy. r f:M ,;.J.sy g ): 3 9 p;;.a f. .., a ;.k, l
TUGC0 INSTRUCTION QI-QP-ll.14-13 Rev. O Page 8 of 30 j TEXAS UTILITIES GENERATING CO. P v.
~
DEC 221986
- c. Spacing between welded attachments.
Attachments to embedded plates shall be separated a minimum
. of 12" from the face of an adjacent attachment. (Reference Attachment 13 and 17). ,
- d. Loaded stud to Hilti or Richmond insert installation.
Clearances shall be as delineated in Attachments 11,15, and 16.
- e. Distance from a loaded stud to an opening outside the plate.
Loaded studs shall be separated,from openings / holes outside the plate are as delineated on Attachment 13.
- f. Distance from attachment to an opening / hole within the plate.
(~' Attachments shall be separated from open,ings/ holes as s_, delineated on Attachment 13. Any hole (excluding blockouts). located within the plate area *of a "large plate" whose diameter exceeds 3 " shall be reported in accordance with Paragraph 3.4.3.5.b'. 3.4.3.3 Base Metal Defects Base metal defects observed during embed plate inspection . (excluding holes in embedded plates, reference paragraph 3.4.3.2.f) shall be reported in accordance with Reference 1-C. 3.4.3.4 Inaccessible Areas All IA areas shall be reported via CDR per Reference 1-B. 3.4.3.5 Documentation Requirements i
- a. The QC Inspector shall verify all attributes as delineated t' on the operational traveler (Attachment 3) Operation I. If (
any dimension shown on the FE sketch is in error in excess t of the tolerances shown in Attachment 12, the Inspector .] shall reflect the unsat condition (s) on the inspection report (Attachment 7) per Reference 1-C.
- b. The QC Inspector shall verify all attributes as delineated
(T on the operational traveler (Attachment 3) Operation II.
\m / All unsat conditions shall be identified via CDR per l Reference 1-B. -
QI-QP-ll .14-13, Rev. O, DCN #2
. =_..m_ .
l
' ~ - >
.;Q* ".. ' :% jf .- ' :f ._~q-- . n ; , -;. y y ;! R .; ,ig ; ;. f x. g y ,; ,{.x: O TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. - g>. QI-QP-11.14-13 Rev. O Page 9 of 30
- CSSES -
SEP 2 5 1986 3.5 FIELD ACCOUNTABILITY VERIFICATION 3.5.1 General The purpose of the accountability verification is to assure that all loaded embedded plates have been identified, FE sketched, QC verified, documented and evaluated by SEG. 3.5.2 Responsibility 3.5.2.1 Field Engineering Field Engineering will provide sketches which will depict clearly defined geographical areas and the total number of loaded embedded places located within that area. Field Engineering will record the traveler number (s) of loaded embedded plates located within this area on the operational traveler (Attachment 4).
/
3.5.2.2 Structural Embedment Group - SEG will provide work packages which contain the follcwing:
- a. Area sketch
- b. FE "As-Built" sketch for all loaded embedded plates located within the geographical boundary.
- c. Operational traveler (Attachment 3) for each plate located within the geographical boundary.
4
- d. Operational traveler (Attachment 4).
3.5.3 Verification Requirements
~
The inspector _shall verify that the total number of loaded embedded plates (located within the geographical boundary as defined on the FE sketch) agrees with the total number of loaded embedded plates shown on the construction traveler (Attachment 4). 3.5.4 Documentation Requirements - If the total number of loaded embedded plates agrees with the O number shown on the construction traveler (Attachment 4) the QC Inspector shall sign the applicable step on the traveler. Discrepancias shall be reported as an unsat condition on the inspection report (Attachment 8) per Reference 1-D.
;[ , . ,- . ~. , ~:. : u. Y
.o x .',.y;n,f.l.]:yfs;' } , : p ,.
.k .
,A TUGC0 INSTRUCTION
\
TEXAS UTil.lTIES GENEFIATING CO. P QI-QP-11 14-13 Rev. O Page 10 of 30
- CPSES -
SEP 2 5 1986 ATTACHMENT 1
".7,MTmuC*tCM CPUaT*CN *MavC !?! 22 -*l9 2 COMFUNENT NO. Q;GNIT MC. CUANTTTP raeg, F_
@ 7AVC.I31C.
@E'Me,F5'Ehd prue .
K!) a=c: :"'""
=...ee. ma. .w.
gyCCP-45 g e=.=en i 3*GUC Si CATE : E.wT. AC/l O C SY OATI
- e. A i ..,ame l a ,C I
I Cons: 3UPPCRT !;O. SUPPCRT TYPE iCheck one) () Pipe Support ( ) Conduit Support w () Instrumentation ( ) Cable Tray j () Other ( ) EVAC II QC 1. CIVII,/SEC Enginee.r's approval on PPI, Porn (V) i
- 2. Attachnent weld in the cantilever region
- 3. Centeriine of attachment of fset to the centerline of the strip place 4 Spacing between velded attachments
- 5. t.oaded stad to Hilti installation i 6. I,oaded stud to loaded Richmond Insert
- 7. Distance from loaded stud to an opening outside the plate
- 8. Distance from attachment to an opening or hole within the plate UNSAT IR #
Reference QIMP-11.14-13. Rev. QC/ CIG. RcwutS: This traveler is generic. Subsequent QE review is I waived per CP-CPM-6.3.
3 . . , .
- .. , , w . .
- a. ,
M. . TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-QP-11.14-13 Rev. O V Page 11 of 30
- CPSES -
SEP 2 5 1986 ATTACHMENT 2 CCMCXtJC"10f8 CPSAfl CPI *Mawc IM 33=I92 NAv C IR 4C. CC3tPOtGNT 50. UNIT MC, C:JANTTY g jp_ o ebha e$t to Embedded Plate h *
' & SPC.9*CC.'
CCP-45 CIG. th5~3. & W'.T;CN 89C3aNC SY CA Z Ogp-MCitCN C ti 3ATt 8 # l l
' op W :m } catsme" Ic:NerM OC I Coas t !! amber Type (e.g. 2x2 angle, W4x13, etc.)
Approximate t.oad lb s. Distance from load point to Plate "*. II DC . CIVII,/SEG Engineering Approval Os III CC 1. Attachment veld in the cantilever region (V)
- 2. Centerline of attactment offset to the centerline of strip place
- 3. Spacing between velded attachments 4 I,oaded stud td 1111ti installations 3 g
- 5. t.oaded stud to loaded Richmond Insert
- 6. Distance frca loaded stud to an opening outside the place
- 7. Distance from attachment to an opening or hole within the place Reference QI-1P-11.14-13. Rev.
UNSAT IR # IV QC Operation III verified satisfactory prior to loads being (V) imposed on temporary attachment reference QI-qP-11.14-13 Rev. CSAT L1 f V Const Attachment Removed. Base metal inspection af ter removal per QC QI-1P-16.0-5, Rev. (V) UNSAT IR # RPS f This traveler is generic. Subsequent QE review is waived per CP-CP!!-6.J. Q - Y
--. . - , , _ - - . . - - - ~ _ . .. -- . - - . - - . - - - - - - - - - - - - - - - -
< ~ 1 e_
y .. ; - + __ ;.; . ,~-n. 9 : ~ r .; ,,p . =;.; j , . a .,,, .
- ^ - .. .-
- mg
.: .g c _ ...n-_-2 -.... a ;-
TUGC0 INSTRUCTION fEXAS UTILITIES GENERATING CO. g;p- QI-QP-11.14-13 Rev. 0 l Page 12 of 30 4
)
- CPSES -
SEP 2 5 1986
- ) -
ATTACHMENT 3 casestnucTiose opeurnose mawe.st as-uss Wa**t 2. Q T1tawskat see. Q % NEL geuassTTTY @ Wop,,L
' V S et? m r # N u m n.oecuon IO T E N s M ***
- l@"
putenutenav OATE C 07. mastweIsr DATE _ . . _ . 88 liceertis FE l an e ourf: opetsrfon 1 F1 QC to verify accuracy of FF. sketch per QI-QP-11.14-13. rev. QC * (V) 1. Plate length and width.
- 2. Centerline / edge of attachment to the centerline / edge of strip plate.
- 3. Specing between welded attachments.
- 4. Distance between loaded stud to loaded Hilti/ Richmond insert.
- 5. Distance f rom opening / sleeve to loaded Nelson stud.
- 6. Attachment location from either end of place.
- 7. Attachment size.
. 8. Hole size.
- 9. Weld configuration and length. .t< n .
4
- 10. Inaccessible field conditions.
Unsat. IR* 11 QC Sackiit inspection criteria per Ql-QP-11.14-13. cov. (V)
- 1. Attachment weld in the cantilever region.
- 2. Centerline of attachment to the centetline of strip plate.
- 3. Spacing between welded attachments.
f i 4. Loaded stud to loaded Hilti installation.
- 3. Loaded stud to loaded Richmond insert installation.
f 6. Distance f rom loaded stud to an opening / sleeve outside the plate.
- 7. Distance f rom attachment to an opening / hole within the plate 4 NCM REMARK $s V This traveler is generic. Subsequent QE review is waived oer CP-.?Pw-4.1.
r - . . . - - . , . . - - - - -
,n--,, .
~
i
..N . .
-~ > - -
,-(. , .- . >- ' . .__ . _,;. ; ;;a, _i .._ _.~._. . ;- . s._m . - .
, '_ . , ._ 1 :
- .- m 1 .
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. P QI-QP-11.14-13 Rev. d Page 13 of 30
- - CPSES -
SEP 251986 l ATTACHMENT 4 1 t I consTaucTion opeurion rumwsLet mss g fnavsta no. @ c r--c m. M an. gouanrrre gut :. ] j GACT TrggCg y ,,,g,-,,,,,,,,, l@ AEg,5lCEJampgE3, esewmenne.inm. CAR-046 je weanoa l putEpMaissy DATE DEPT. fENEWG 5r DATE
.. am cart ; emen I TE Prepare sketch clearly defining inspection package boundaries. (Fage 2 of 2)
II FE 14st traveler numbers included in inspection package.
- 1. 16.
- 2. 17.
C
- 3. 18.
- 4. 19.
- 5. 20.
- 6. 21.
4
- 7, 22. 9tm-8.
9. 23. 24.
#
- FUfg I $k
- 10. 25.
- 11. 26.
- 12. 27.
- 13. 28.
- 14. 29.
- 15. 30.
I 111 FE Total nur.oer of Ioaded emoedded plates within area defined. QC ve rif y per QI-QP-11.14-13. rev. . { Unsat. IRf l
.- l l
l This traveler is generic. Subsequent QE review is waived per CT-CPM-6.3. (
. , . , . .~ , , - - - - - _ - . - , _ , . , , . . . . . _ _ _ - _ _ . , _ . , _ , _ _ _ _ _ _ _ . _ , .,.._,._..,,..,_m .
_ w . .# _ . _ _ _ _ Q, ~ , ,. - - , < ' - ;~. ,
~ ;.. i>
* ~ ' ' ' '* ., :;;;~~ ;c'. -
--- 1 7
- _. . . .r_.c. _. . . _ _ i L.^.
~
i i l l l s l TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. PAV QI-QP-11.14-13 Rev. O Page 14 of 30
- CPSES -
SEP 2 5 1986 l ATTACHMENT 5 l l 1
;CMANCHE SEAK STIAM .E' E; Talc ~7A7:ch INSPECTION REPORT y'" * *' 2 e .
.t 1;in Jt;salPriGa ggey lClaflFICAllan %. stsitw',rayCrust Jtil;Aalion ATTAC12:C;T TO EtBCDDED PLATE : TRAV. , ,
snc.so. .at e fu.a.c. anc. a arv. a cnanc so, intasvat on rtsr. touir n ota =0 . 1 NA d NA el QT-OP-11.14-13, Rev. j . n is p*octss O *r*t iasrauarroa e stric.arios O i=5'anarica G riaat ~ Ziasettrios tasncTron tasnctrom c' * rt s' on
- nsstcit ,
tase. assutrs O tesMciton COwtf7t3. an aPMICAALL ITERI saf tsfaCTotr O ias" tion co etrito. unsartsincroer irtas tesrto attom oc iasnc:ca sait y arta no. . [NSPECTION ATTRIBUTES 313 ; 1oart 8C 11
& ! Ei " E"* D'I q
l This inspection report is to be used fcr documentation l ! 1 l l of uneatisf actorv conditions oniv. All Scher attributesI I
- l l 11ated on the traveler identified above are satisfactorvl ! l l l except for the unsatisfactorv conditions recorded below.I I J l I i i i i
- 1. l 520 Engineers approval on FPt fona. l l l l l'l l l l l l l
- 2. Attachment weld in'the cantilever region. I I l l l l l l l 1 I i l l 1 l I I i ;
1
- 3. Centerline of attachment offset to the centerline of l l l l strip place. l l l l l l I I i i
i i 6 l 1 4 Specint between welded attachmests. l l l l l I I I I I l I i i l i I 1 I
- 5. 1.caded stud to Hilti installation. l l l l l
l l l l j i l i l
! I I i 1
I I i i l l. l l l I i ; j MS13/01 9/86 ) .
- -- v -4 . - . _ . , , . _ .-. ., . . _ _ - - - .-- -
i .. ..
. . w. , j . , , ..u
__;_-- , c-~ s>'._.; p{ . .
. _ ,ypn';;, .n; if . : M. .Y ' * - > ' e "- '
' ~ -
- .1 .a , p- "- ^
~ :.: . - TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. .P QI-QP-11.14-13 Rev. O
. Page 15 of 30
- C9sES -
SEP 2 5 1986 ATTACHMENT 5 (Cont) CMANCHE PEAK $ TEAM ELECTRIC STATION (SUPPLEMENTAL) E10Q FCR FULL HEADING 3. SEE $HEIT 1 80. troi
,p l Z
,,. 3 lj Saft I 5!Gnafunt ,,
l I l I
! l _
l I l I 6. I 1.oaded stud to loaded Richmond Insert. l l l l I l l l l I I l l l - l l l l -.. 1i 1 -- 1 i l l l l
- 7. I Distsnee from loaded stud to an openine cutside the l l l -
l n11re. l l l l ' I l i 1 l l i ^ I
- 9. Distance from an attachment to an opening or hole within the olate, a(Maat3; ({nsG1. $ Pics. ETC.)
~ " "
MS13/01 9/86
, I.R. C -esEn a I" l *"" - . _. . _ -~
1 . a e
__m m ......-.. _
~- .N
."j ^ ._ '. ,} h .. * .' p ; : W ~ ' h l. ; yj.: .i kl f ..,L y .*
. t . . . . .. .
p TUGC0 INSTRUCTION V TEXAS UTILITIES GENERATING CO. g>. QI-QP-11.14-13 Rev. O Page 16 of 30
- CPSES -
SEP 251986 ATTACHMENT 6
- A.?.C a i Ge* . !A" !.i"*I:. '*;*:3
*...g.
. .2 C. * *. *. t.' N i f..
3 f.* E ~
. M m;a i e r .ca TCtPO!UUn j sL
- W 'W * * -*- 15 ssilm',:2ucw ;m auen AWAC10tE'rT TO DtBEDDED PuTE 3 TRAV. 4 ,,
Li t; . % jat s , siu 4.C. 2)C. 6 stv. 6 Gamard 10. AAlust ce ris;. 4Cu17 iMst .10. 1 NA u MA d 01-0P-11.14-13. Rev. .l .. 3rgst4LATIon A Fing G eofitti I Q =resst:!!ca recctsi Q Per ins 4Lar:0a art.f tcA len tasPtCTICs "" : start tes .nsstc?toa . 77 54tiat i, O !*trt*f t0re t>*ttita. ALL ap%Itaatt titns satts7AC* car O *=57tCTtem toptttte, vasatttract:st titMs L117t3 stLou XL*WC3 3A'1 tit = w g i . g X [NSP'CTION ATTRIBUTE! : :! 2.! urt i
,g**g, ,
. .ia tue t l l I This inseection reoort is to be used for documentation l .
! of unsatisfactory conditions oniv. All other attributesi ! '
l
. h I listed on the traveler identified above are satisf actorvi ! l
\ i i l except for the unsatisfactory condition recorted below l l l l l
I I t .!
! 1. I Attachment veld in the cantileve'r rtgion. l I i I
! l ! l I I i
! I I I I l ;
I I I I i i i l l i I i l l l 2. I Centerline of attachment offset to the centerline of l l l l l I strio olate. l l l l l I l 1 1 1 I I I ' l l Il i I i
- 3. I Spacing between welded attachments. ! } ! i }
1
} I I I l i . - ; ,
i . . I i . I ! 1 I I I I I I i
- 4. I t.oaded stud to itilti installazions. I i i l l l I I I I I i i i i I ;
i ' ' i ! l I ! ; s i E MS13/02 9/86
eb &g MaM$hkWt _ ; . r - -i;f g . O. . ,' : lj,f g 4..f . p ', , ' ; M;w . ."; - >>- ~~
*:j
.~ -
TUGC0 INSTRUCTION D lEXAS UTILITIES GENERATING CO. P QI-QP-11.14-13 Rev. O Page 17 of 30 l
- C"" -
SEP 2 5 1986 ATTACBENT 6 (Cont)
- u:.-: : U. : :,r I. : : ;- : .
INSP ~TICN - R:3nR *' wr, - x-FOR FULL HEAalNC . $ZE !HEET 1 ao. tita j . 4 oc l =0. ,, j *,1 y oatt ! 5tcaatus! l l 3 L I ! l
. l l i I
- 3. I t.oaded stud to loaded Richmond Insert. l I I l l l } } !
i ! I i I e i I I I I I l 'l i
- 6. Distance from loaded stud to an opening outside the f l l l ,
l siste. I l l l l l 1 i _ l I l
! I I I l I I I I I I I I
?_ Sistance from an attachment to an openina or hole l I
- within the olate. I I l l l l
I l l l l l 1
- 9. ! Criteria verified satisf actory ortor to loads beine I I '
l imposed on temporerv attachment. l l l l ! I l i i t i I i 5 I I I I 8tMM E S . LCW3. 170.1. (TC.& i 4
% bd8kh kd N. g[g l
.g y $a$. UhOIE) l r % . v t. . .a ; ,
M313/02 9/86 l 1
, , . , , . - -. ,-y , , , -
~^ -
2
.:. , : a ._ y .i : , . , 4, . , , .
s, . . ; , - . .: p .,, ., i. .:. ..., .;: i . . ,;c u ..
.,_ -._ .n. . _e.. _ . . .. . a _ .
. s- ....
; .___ . ._u . .
. .e--. . --g7 . _ . . . _.
O TUGC0 INSTRUCTION (by F EXAS UTILITIES GENERATING CO. g>- QI-QP-11.14-13 Rev. O Page 18 of 30
- - CPSES -
SEP 251986 ATTACHMENT 7
- w.
- - :d ::- :.I: ::: : ::.
. et* I v 2
. p. .g e.. . . . w.
.. n .. q -. p.
. . 2.
. :a ;i;m '
- DtBEDDED PLATE 4 '3"W'*"- d'*' N **'J'*'*
"AS-MI'?" V!RIFTCATION $ "TRAV. 4 i, vic.w. .an - eu.o.c. occ. a ate. a osaG4 4. intA$UAL 08 itii tou17 &Cini . 4.
NA .I NA .l QI-QP-il.14-13. Rev. ,j , I' , . in ,ey.tss . nt ins:46arion P. insrutation ] ring ". nt t:? rasst:rton " starricArton teset: ton :ss7tc? rem "* tasst:!!:a 3 Usr stw.it C =sete?r:s :&.rtta. au amtreact rrtes satisracros, oc ins 7t: :,a garg 3 las7t:? ton tas** ttto, untartsraciast Ftns Lt!7t3 anou arca w , . , i INSPECTION ATTR18UTE! ; - *
.g 3,l prt !
..... . mm .
y l ! nts hanection recort is to be used for documentation a i ! I I of unemeinfzetorv conditions oniv. All other attributes;
- I I h I listad for oeeration I on the traveler identified above l
- l l I are emeinfzetorv excent for the unsatisfactorv conditioni i l !
- recorded helow. l l l l I I I t
- t. l Piste inneth and width. l I i ! l
! ! ! l l l l I I i I l l I 2. l Centerline / edge of attachment to the centerline / edge i ! l l l j
of strip otate. I l l l l l l l l l I I l l l l l l l
- 1. I Specing between welded attactaients. l l l l l l l I I
! I i t i i f i l l i > I '
l i i 6. I Distance between loaded stud to loaded Hilti/ Richmond I Insert. . , ; l ) I I I i i l I l l l
~
l l l l l l
- 5. l Distance from onening/ sleeve to loaded Nelson stud. I i i l l l l I l l l I > ! I i i .
MS1J/03 9/86 . i l
^
. . - +
- '- - - -a ___..__m._,m .
R- .
. : ~. n . y . , .: a . ,,:.V . L ;5 .} .x
..~~ ,- y, ,
, _ _ .. 7 ._.
l 1 l O TUGC0 INSTRUCTION O TEXAS UTILITIES GENERATING CO. P QI-QP-11.14-13 Rev. O Page 19 of 30
- CPSES -
SEP 2 5 1986 ATTACHMENT 7 (Cont)
- w::.:.r :::. ; w :,::-- -- - .
[NSPEC7*CN DEPORT A.t. ,.. ,1 FOR FUL'. HEA01.400. SEE SnEIT 1 e. arts g
,,,l_ 3 l,-y l
ac. cart
,, l $!Gnafutt .,
- 4. I Attachment location fr<m either end of elate. I 8
l l 1 I i ! l I I I i ! l l 3
- 7. Attachment size. l l e l I i l i I I i l i l ! l
! l I
- 9. Hole sire. l l l l '
i l i I I I l l I I I I i i i i
- 9. 'deld confieurstion and length l l l l l .
I i l i i
- 10. IA field conditions correctly shown. l l l I
l l l l j I I l l I i i I i I l l l 1 i l i l I I i 6 I I samaeus 10%;.17t'.;. lic.s
- \ ..
! au.us
- a w. -
og
., $*S. EO E) ! w . avt. . .a jg l MS13/03 9/86
w u - ~.~. .n. . : . 1
'I 1,r. . -. = u ,.
,.s.
; '*. . , p .' g . , , ', j
, j. t , y *. ,5 .
**^
- c,
...-_,*<.....-_s..._......
t O p TUGC0 INSTRUCTION
. TEXAS UTILITIES GENERATING CO. QI-QP-11.14-13 Rev. O b Page 20 of 30 ,
. - CPSES - l SEP 2 5 1986 ATTAC1 DENT 8
. ..:-I : ; I.:: : . :- : .
...... it- ,
. .i.-L.
. . . . ....e .. *L*...
g, ME :!*:2P' D DiBEDULD it\'iL .;is!. N;A; .2 v.. .it;;L*/itave:aAi as;ia;.Asi:a FIELD ACCotNTABILITY VERITICATIONf TRAV. ;l WC A- AL'* - fif.Q.t. 30G. 6 ste. 6 CanaGs %. ptA14AE Qu TE&. (3ll17. 4MM. sg. NA 5 NA sl OI.OP.11.14 13. Rev. ,{ n in peactss [ ntftstitcA?::n
- sstaturloe -"1 restatutt:n Q Ft.ut Q Fetits?
Insetetton - ,nsst: ::n :ssat:*:ca ins 7t:!::a l : asp. stiabil C !NsPEC?!C# CPP'.!?C. 4 AP%!CA8LI !?L's 1A!!UAC*:Af O insim:a :: .rfn. nwiuac :: : t s urt: it.:. oc insitw an litM 20. , , . I nsn::::n A- amm : o 5! m, x n j ;u u c= =t .. l This inspection report is to be used for documentation I , j l of unsatisfactory conditions only. All other attributes ! ! l listed on the traveler idencified above are satisfactory j i! l
' except for'the unsatisfactory conditions recorded below. l l l l 1 I I l I i i I
- 1. Total number of loaded embedded plates within ares l I j defined. _ { l l l l I _
l I I I I I i l i i i i l l I l I l i I i l i i i i l l i I
! l I l l i i i I i l l
. t . l i
! l I i I l 1 1 I I
' 8L"asas ;3.c:,uteg,g g,j t
*4 4 * " ' '" 4 ~ -* i ;;;u*.?t
,., ..g. .
21513/04 9/s6 m
, -. y-.y . - . - . . . - -
r- - - _, ,- , ,
-;t Y - h ". .
.f , ;i.
7 ,
, 2 ,; , '. ,
. - > i'; , s -c
. + .
TUGC0 INSTRUCTION k EXAS UTILITIES GENERATING CO. p QI-QP-11.14-13 Rev. 0 Page 21 of 30 3
- CPSES -
OCT 281985 ATTACHMENT 9 ] M INST.if f it!CN Alf? MORT *.A?!CN _ ... . i 4 Reference TPL No. FPt - Rev. ' Attachment of Support No. The above support has been analysed according to procedure TNE-DC-22-1 and is approved for installation. Calet:1stion No. Rev. Approved Byt Date: SIG Insineer -- - - - - - - TYPKAL NOTE: Fors released for construction / inspection purposes. Revteved 37: Date: 012 EA , tecetved 3rt Date: rit tastneertas support r in : -n.v.:2.t
. 1: *. s o e r if $6 QI-QP-11.14-13 Rev. O, DCN #1 i
i I
I { TUCCO INSTRUCTION ! TEXAS UTILITIES GENERATING CO. P QI-QP-11.14-13 Rev. 0 l Page 22 of 30 i
- CPSES -
I SEp 251986 1 i 1 i i ATTACHMENT 10 t i I
- i) j j
eKC: - - -
;q 7, p . g _
- . .4,n
" - *Y,
-- - --- - -- , , _._.m
_ ,7.,. UIa j s bTs[dITSE._ - - - . .-gw ~~ ~ . 3 3 6 FTsit 2f N e h n* y M,. 3 -@ ..-u....=..=-
- t ,L @ =+ 2 , --
.-.e'-
I
* ~ 9
. g
- e s $ e
) + ' ' ' ' '. - , I' - , v,--- . ~; - 9 4
.. , . , j.
igCeA t.);Efii g7 i, - w --
, .s s ;.4 . . .
M L
~f ,.
i f
'1 2 f & - L Wi -,
f _fh: Us, - .
-...._.. _ i l . . . _ _ - _ . . . . ~ .'
l
;il"E ! Ti.'D m..
,w -. ---s e * - w.
,( .
gr- g - - - ' { -- s,. c - .. u : _ ._ . . ms. : ; _ . _.--y _ _ . _ . farnrt....mm,,i,a.i,4,p.M i T
. . , z
_.. ...=.
- ~
, r l
- * *
- l . " 1,9
.-. - _ _ __ J_ ,a n
t -
=' 9
',,f4 ,l,,.
9
- e g
'g -l$g'89 - f e ', A kN' 4.. -
! - - ' L b ; f,l,'..N.1'f: -1N_ m- (l.e91. Q I'(,N , TIA. y. ; l l l$ _ =, .*-
..wser- -m- . _ _- ; . ,- ._ ,--.-
I <. j l
- i' . .
. , , . . ~;,; ; . . .
* ~
- ~ , :.:: < .G. a : .. . ' , . .:2 "
- a ... .a.- .- . :
[' TUGC0 INSTRUCTION ' \ TEXAS UTILITIES GENERATING CO. p QI-QP-11.14-13 Rev. O Page 23 of 30
- CPSES -
SEP 2 5 1986 ATTACHMENT 11 MINIMUM SPACING REQUIREMENT HILTI BOLT SIZE R_ 1/4" 5 1/4" 3/8" 5 7/8" 1/2" 6 1/2" 5/8" 7 1/8" 3/4" 7 3/4" O 1" 9" I 1/4" 10 1/4" RICHMOND INSERT SIZE R, 1" 10 13/16" 1 1/2" 15 1/8" OPENING / FREE EDGE OF CONCRETE R 8" NOTE: All distances are given in inches, from center of Hilti bolt / Richmond insert to center of Nelson stud. If measurements are made from the edge of the place, subtract 1 1/2" from R. l 4
- O
.y __% . m ,-- .w_,,.--,,._._e- . _ . - _ _ , _ . - . . . , - - . . _ - - - , _ _ , . - . - _ . , . _ _
~-- ~ ~. -
, , . . , ;~~ ... , , - .' , , .;.i a .
.9- .
C;. TEXAS UTILITIES GENERATING CO. P TUGC0 INSTRUCTION QI-QP-11.14-13 Rev. O Page 24 of 30
- CPSES -
SEP 2 5 1986 ATTACHMENT 12 TOLERANCES FOR FIELD ENGINEERING SKETCH VERIFICATION A. Place length 11" B. Place width tk" C. Attachment offset or edge of attachment to edge of place ik" D. Attachment separation ik" - E. Hilti/ Richmond from loaded Nelson stud ik" F. Opening / sleeve from loaded Nelson stud ik" G. Attachment location from either end of plate 21" H. Attachment size ik" I. Hole size (diameter) ik" J. Weld length (measured and to end) 1k" K. Attachment to hole in plate ik" L. Edge of embed te opening / free edge of concrete ik" NOTE 1: Place location and elevation may vary provided the plate being l located can be clearly identified from any adjacent plates.
! NOTE 2: Weld length is only required if side is not fully welded. i l
1 I O
. , - , - , , - - - - , . , , . . , , - - - - . - - - - - - , , , - - - - - ,,n,,,,,-,.- - . , . --- - -- - g.-
~ ,I '
^^~
[.-
~~
7-
'E~
y ,. . ,
,\ ,
\ l' TUGC0 INSTRUCTION O' .
TEXAS UTILITIES GENERATING CO. P b QI-QP-11.14-13 Rdv. O Page 25 of 30
- CPSES -
t. SEP 2 5 1986 / ATTACHMENT 13 l 1 l
- A60fflM FUffs,Tf! t - OFENI M (ftAut 4 0f 1 t m e PLATE,rten i HOLE OK 8t.00K007) f* l _d* '/
, p# t x S. " .
\
.$/
/Yll $ 5 l /// // - . _ . . _ . . _
l # TYPICAL EAcaPT WWERE STuo6 AAS WUEflEG064,
- ' WAKKED At A mersaswi oieranc,E T1PICAL
.L -
Pfm,THE Wat 07 PLATE flGURE l . e 1 9.!!V E ,E W!t X t? ca m , @' v -
"i
-,3
[E9660F(OHCatte THAU 60tT, CORE BOR.E Y n:tf- '4.4 m [4' . p g6 TRIP R. Alt -$ g lLE E A EGIO W , WPicAL p ,,o J
,, ,, t
,y '
.TA It' *
! 12* I %
l l j *, o V ,,
; e, P G ' AttEFTAelf Z0WS I f,"TiritAL E).tEPT Mitt l l
~# c ra tocArcu ce - s m ut uneuo at t i
WTM OF M g 0FftitENT estnuC6 M AliACHMEWT __ tutsuaoppun
' NOTE 1: Attachnent ( for itans velded as shown will.be determined by measuring to center of weld length.
NOTE 2: 8" ain. distance frea loaded stud to opening / edge of concreta applies to end of strip place also.
~
O 4 urucau to im um o, mi, ,uds .
/ \
. s. J -.Il?. '..[ _ ". '
.4.. .* . . , . . ~ ..
TUGC0 INSTRUCTION TEXAS UTILITIES GENERATING CO. gp- QI-QP-11.14-13 Rev. O Page 26 of 30
- CPSES -
SEP 2 5 1986 i ATTACHMENT 14 Udf1 - wacGe e6twasp two AnttNa patopa0 Pt.Allte 1-WELD l-WEW is MQ' o fo- V///: '//A o f' t _ _ . _ _ _ _ _ _ i I a I Lo iU/A//A o \o V/S///n ok i - UMAttEPTABLE ACCEPTABLE t#sEI : At9tatur To on, um wo ce al tweeposo Pun O -
^^
fe = D fe
<M
'd
*e l
i WELD,T'fR
, - a, .
x
\ END OF PLATE,TfR ACCEPTASCE (MAf4EPTA6LE . UNACCEPTASLE CA6E E : c0MolmT10W Nttl(5) Au? $6809to PLATE i ..- .
o o I
.o o.
ACCEPTASLE .
- - - ' ~ ~ - - - - - - - - - -
. . , . . . - . . . . .. ,. .- ..a. . :.. .. .
.. - ~-. ...: .... .,.- . . .
l l TUGC0 INSTRUCTION (EXAS UTILITIES GENERATING CO. dl>. p QI-QP-11.14-13 Rev. 0 - 0 Page 27 of 30
~~~ "
SEP 2 5 1986 ATTACHMENT 15
^^
AMWe9 LocAT10W OP unoep i 9 [ NE!A0W 6fuP6 WH816TW6 4 NOT V1616Lt. TYPICAL
- t klotATION M&,.TfPICAL. x
( l F0K HILTI SOLT, RitHWOWO
/',
(y N s.i s g lueEs,T,THRG stJtVt i n0LTecss or coNcastE, ssh y
' ATTACWMENT N =
TAIP PLATE R MW4jLi CleAFLANCE
//
naneo umm - /' ~ R:s HILTI 901.T RICHM0WG //' O -- IW6ERT,E k 0Fcole-ca.ETE 6LEeVE. THRU-
/'
/j/ \
N' s b
. SCLT YO LOADEP o WEL6CW 6TUD
' ' - ~ " '
4,hhy-LcADED NeL604 ff00 AREA Na f_"
-TC__ _ _ [LMGE PLATE-
\ -), j 4
q k.FNh "g\gs \
/
. A660M60 LOCAT10N OF
. i.o A o e p p a s o N st u o 6 6 1 MEW 6 Tup 6 AKE WOT I TfPICALN Vl6182, ifPlcAl.
I ATTACHMGUT, s o 1 i
-7 . e 7__
f. 6TUD LOCATION M0T KNOWM u
-n
- ,. - -H
;o - .j . , ;,f c,H , ^ .,;.,
. .j r -
'*-.t..
. . .. . -.. .L '. i . . _'.T._:. :l.. , , . .,. - a M'L, *'.~ .. . . . . . . _ _ _ , _ .
1 i TUGC0 INSTRUCTION
.. . TEXAS UTILITIES GENERATING CO. ge- QI-QP-11.14-13 Rev. O Page 28 of 30
- CPSES -
SEP 2 5 1986 ATTACHMENT 16 ACTUAL STUP ks -. - 1.0tAfl0W,T1MCAL WT =
/
L ,, .
~
M0lkT10W AREA,TYMCAL ~ < . . , u f0K Hil.TFET, RMlJOND
~
/ b WiltKT,1HRU St. tnt.
edt.TIDGE & 054CR61E, '
'/ -
O % X: ~ Q ,g/y",,' N ATTACHNEW
- . hk '
um; gfy. : ,u
. . noso seea aua 9 : UNLCA060 WEURN 6T00 / [/ /'/ ,/' ,
I K
- Ml4l MUM tLEARAMCE-RitutR&D MtWetN WilTI 80LT,PJtHbl0NP
- - - + -N7h6P N - ME
. 1N62RT,196i8 0F CONCF&lfs, Suf.% TWRd Et '
io unk NeusoW Muo. , i STUD toCATIOM KNOW9 l O
u- -, - -w. - . w. ._. a. . .a
~
* " *N-u.
- l ~;_: { .f _ x. _._ .: . .. ~_ . . _ .
TUGC0 INSTRUCTION P Rev. 0 TEXAS UTILITIES GENERATING CO. P
- CPSES -
SEP 2 5 1986 ATTACEMENT 17
. SPACING BETWEEN WELDED ATTACHMENTS
- a .. ,
D - o mh3--a- i nah
, e u ,
c c I N' p o .
~
NGEPLATES_ STEI? ELATES
~~
ill(-12" Minimum 1 n0TES: l
- 1. The 12" "4"4m = spacing requirements must also be maintained between attachments on _ abutting and adjacent plates, i 2. When studs are marked closer than 6" to edge /end of plate cantilever area is reduced but 12" minimum must be maintained.
)
j 2_,- ?._.,,_...__ 1._ , _ , , _ , _ _ .
. l j TUGC0 INSTRUCTION QI-QP-11.14-13 Rev. O
<. iEXAS UTILITIES GENERATING CO . P Page 30 of 30
- CPSES -
SEP 2 5 1986 ATTACHMENT 18 e 1 i ;
,_, .. . . .m m . * = * *
- f N+
3 nL4 wNEL60N frugg% 6.,. ., ,
" y a I
g
'M
(^) ,
=
1 .. O
' o r., L teh
% is
'po w ,z
.O ,
MN N %
- O 0 .,
1 n
!c k+v ,okM*W'M EWi m l o fEuseo O l S
F -
^'
I CALCULATION / PROBLEM COVER SHEET Calculation /Froblem No: M"l&
Title:
O510P****st */ Stessu c- 0/st!Ap Freerde r LS Client: W#do Project: ersa s tehh* ,4,w2y s, s JobNo: 0110
- ol* * ! /56 Design input /Referencos:
4ss Sec 9o Assumptions: ' i fls nattd W;ih n. . l i
~
1 Method:
"'^"'"'""*
O . s Remarks: h sated w;Mid - . REV. N O. REVISION APPROVED DATE
& oks4 ida s- IssvL , h e. {l3clgg I asomoun isninconon Hoau s fm /
&/ff, O, . ./
of liA C -N- 3.4 E i iis t Sheet I
.v . .u . . .
t l
.. pssazir nou or esvistoa s 1
4 - original Issas. . i
/ - Ncw models nos. S ans 8 wsrs Added to farther sabstan +ia.+s vsti yhe shois .
~ 06 Aid COMfrarth o ns in Modt.IS 6 dnd 0 WStb 4A41 d usIAg 1%L rL VI St.d ML WodoI0$ f foa.ns in tv - os. xav. 2 ( n a r c a s ] ) . T h e.
smnns massis has ssen aniyys pir M-o2 te r. 1 (ter [o ]) . Son eg M g. ;nH,ar of M is calcata.h an is to tamart h77 and . pa ++ia l mads ? rssee.lfs hasd on a. com m at.r _ . . . _ . mt +hodo toyy And sof fa qtwAtt acha 7 k
. sss gn raass, Ms tace va o.<.s s.npari s.n s art Jhli valid .and rsat et anal p s.d. .'
\
i l
)
I t -~~m
+
l l
$Mf l$6fYlC & O Ok O / $1T 6jtHD (#/h b 77-F4 ly p{QY dh JOS NO Ot t 0 -04 0 cacno W
,,,2.
nev av one cwecuso ofen - M,/3 fra 9
, e a e vc , e, - = - , - . - , . . -e...
~ '-
- . c,. . , -
5-l ' 1 \ l O
~ ~ ~
I t -rh e a o f c.oarnars l
/ rw] . Ph4L$
cott&L Si(G6f I ) 965&CIPn 0H of 28Vi s t0M $ Z TAOM6 of coMrEM1% 3 Lt$r of Fscyon,A S - 4 , f, o tu rzoo n c n o a _ S- G .
- 1. o Mvruoo* % y 7_-.__
s . t. reaccoues ton stanu q moon s . 9 - 17 __ .. A6 oNCp 75A Y ttVN % . 1,2 PdQC&9 URB fod. 16tK As ta,14 b4 0t>6t S
. , 86 - Z6
- Af CpNN4 EO 1 i+AM47 EC %
5.o vseafacA n ou reecauss % 7.t. M a ag.&- / _ _ _ 1,7- 4 2. l 72 4 49-so 39 ---
- Si-59 54 -"- 4 Go ,4,8 16- 7 -"- S 49-7(o J s. I, "" -
I_-___ . .. . . 77-87
. l t L1 L _ ; -! * - 7 -
88-97 i Jia -i"- g 18 - to7. I M0 oNedv5 oNS ._ i e 6 -- ll [ f.9 REFER &M CSh \\ t ~ ti4 0 r Rnt- siistu (MC N>1M c/e w m oct o a a s-a no otro-o4 a 'noe 9 nov Art sv shola oan o% f6M1, cwecuso oan lNfqAb =D caw "o Af-/3 3 ll 4 t
. .: _ _ , . , s.
_1. 2. 2 ; ;"J
. .e 4 -
.l 11 -
l U$r ** ft4 vsE.S O r 1 R$nes. Aal fattis) 7;+/t . I it -15 j Saanpit Mossi sesax Arang Strugnt Ea.n Z 14 &aytd %)ysi s - Osly
- Sypoet 3 I& Troy fa9sd Sols/g d "4/salysis - ontg Saport *
- ?
4- " J' 't
/f ,
5 16 Trof s Zoin sd By 4*nged Mso f t.t*
$ 2o fribu.far y Spsss P'or Aas9 s.d Naqsts 1 16 pirscHenar t.vysd Weig/sh ad SH sses for Om;Hed Trqs 8 79 Mods? / , .
4 47 Modst 2. O so
^
5+ M ads! 3
' II 4S Mods? 4
- 12. 12 Modt? S __
19 14;/S 61,62,6 5 M ods '1 & , G A , los IGyl 'I,16 91z 92,93 Mods / 1, 7A, 76 l1,20)l',felplotstN3 Modt] B,CA,86 V
.._.1_.h . _ !
Z 2- .. _1._.] l[ , OssfrMHo A of yacore ss r VAh vt. PtVEd.N o n C i O ! frx-- 611:16 s
&'//1 W n f?L
'guw. 4b am es , , - o +,
=m non .
,_#_ /rz- si,,/ss, mn m [y gc - QdF f nav sv cienso un g.f 3 4 i
- ;' a ? . a + ~~ ,
.y.
-1 I. o .. A u n c o m c v o u Th o's calevia % n will pesa snt ad evi/g St. is m'a s of$r /sp procedsrt. 6 f M4. & ,
gl% Iq'ais of geblS6- ' .tysfc.ns gvf" 4CM A M CH S. ran orun userzient.- ora noa (cese.s).. l l A dciallid $9 andien 7 of Me iMPKM- frostdurt. pr s,.-ic u a,y,; s i> ass in perti,d7, > IMPML r.ogts.r _ codt saPSKri76 [A'EF {'t , '5 4.]) _ ' Will bt ustd for $$ debisk Sys+tm.'gnatysis O 'fo* . e/cid 4xctosuv s.7 9 farft mode is,y an ovs t la f gri 61ric~. Is assdLd do drVidt m odG.ls, +f r t91 0M dhirs 5tismic rsca,sonse gaat ht. Isola./s d. , Thi, ca1w 7adia n will develop and verify +wo 6). A procsda's for bugiag modtis ~7.ng a.
+fsc'Ificd n vmbsr of' svppoefs, .
C' / C TX.- 5f23{69 GW d*/27M Olssts-A 9 /V34Y,61pv 6 6 Joe NO Ott c
- a sp i - o ME 8 AM $!.0166 # O " "o
,e a un wa.o
?/it Art.
un WuKQW M-t& la-
.r . -
~ :l
x w .- ,.v :;.,.
. -. + ,.-
~.
- ~: . -
O .. (zb ~ N procedu-re for besaking owdc 7s, at 9anged hangsrs b>f using diesediana 7 7varsh weights sad sh*ffasssss- bo simv7sts +As rstpon s,s. k anservasuJsig cf 5hi. omi+tsd +y s . ystif',sa+1on of ge awc. procedu.ess w:17 ss. cont. paring loads from. {v17 bysfa as ftrfarm cd _ ____. WHA ys** Mal (our 7ap> ped) .sys+tm s. Loads wi27: bt &ared at suppe d a n c.h o f 0. ^ d kr 0 soansctio n f.st:p s), fv77 maofs.1 Tuds a rt okkained u.st y amoda7 tortslano n easfgiaais to . cork,ws. m ods.s, (ecs [s4]) . Po r+1l1 moder b lods att ob+a.insd us,.y Mt nae / '
$<ds I.12 4rovrin Me.Hed l'estb]) . wha.A. is +At
'ptopasd- sab.uku asMed fr svpped j E7< !*^-{ptr #sp[1,55]). -
f f oiseuse reoc.s nes Mr.- clesin et11~ W>W9t a no ozs o .o+o een K Ab i m no aav Ot av it**/ s u mn A c.*F.Eso JJa/w,. ma lyk-QdY M-Ib }4fl L 1
- ?' .
~
'a .
e' ~;_- -.,,
~
e
-...,,y,
I y ,n. J , r , d '. , .
.s t .-
_f '
> i l
l AP KTHoo ot o4 Y DL proc.edwess y begaki trz a d s !'s 27mg
-i kg rus and at gsq uf hayc.r1 sr
. descrika d tr t/c. f ria wiy sectran s, ,
e e 9 e es. u - - - 9 e O 1
*wW 4 g I
l
- l s l l
ama, maa es Joe NO O2/O,p g PAGE 20 2n)x K Ab lyL-QJF 1 d Anc. sheis to cAu:no ,
=v sv om cwW.xso om M -I$ fg. ,
1 l ( '. - - :- . . . _ r j cz- , .
, , ,s,.. _,
'. Y'+' .Y,
- s 4 4 w a O .
~~~ i. t.. _. 7eoet aaes. /ar Besa.kias* Mossis Airne. rrn.).
A%.o s
.'The ana1pt m y sefarskt a longst m ode.1 .uto Lwo or psors smst/sr modsis by eKoosj s n.
oppropnd.ft brtak foc air ** n S~prons . 77]s- fo77ow, art .coasidsesd a.yp repreh.ts. brsc u laca.+;oas, : c). A tongiudina7 s-pront st say loca H a n.. O. ). The neersst. support post a fo' horepoist+1 a r'. D vtHic.at ksad. (N Th s $<,<pp o rt nsats s n'- tt 9p
- fg s on $1Ms t' ihs ru n or bro.neh ssy msn t.
Thess supports att thostn as brsak. locatiers.s buws t.- hs surrounding rsgion is assumsd fa bs ri s+ra:A s d in a//
~ n s .,. a sirs. son,. r,i, a .s,. .. ,o ,c ,m a 9 m analyst bsj'ers brsak;q his inods ? , pch e meta rt g a.d A.
vieHeal kend, whirt ifc As s e- Sa.ppo n't m y not
.-. providt signijhee.d uial restr*Inf l's.g. M ro y A. br*eing or strang axis bendiq ) 10 Mi hera y*A+a 1
+ta+) prtcsding HIL b sad. For i a.A. of //t abovs brsa.tc loca Han s , His m ods / i s con Hn asc/
, he &u "+na 1>l si s -on hp " o/tr7ato k ,o t o H s .
, CVSton t fsterre.krs a A/
I 1. fl.- Slosilti (/Yb ff77/jY Joe no ozio-omLo FAGE e au- w i" # h IMtco==Y PELLO **"" 8 ! . nav av oAn cw(enso can g- /3 1/4
*j.2 5 'A** *P" 9 #4 v"? ' g 4 4 9 8
' ~ :+ <.} ,. , _ , - .
l l O l l
'Antl Y ont9 " svpports art u.ssd on to alm a.la.+1-boun dary condoWo oss , and not hr .svpp ort f a7af es.Non -
Thsy y tistsfree he modsich an de.+<i! o r'
, simp 1lf <d , 7o' sinp7 , "$n+l*)sss - anig " $wpport.s ,
modt.1 *n'y Mt. 47;p g 7sn<t af ga d a sis - a/ l
' restenin+ of M t. c7,y hasr- Rohvions $+ +Ah ba s s.
$t s. Hp idig tss train t d, l, tan s tad,'o ns f shfntsst.s_
ett thodClid la Afproximedt Mt dCh*6 7 Nff e-f . A n on - stes c Ha a, a 1 ?vyrd wrapM 6 modersd ad bht. risit* * ^ f. 71)o's ref ft.+$ A N 190'/- g Mt. acha l svpport weight , uctudiq sease.pla.h s a n d~ h/SLangif5,
%pports dss,igasstSd #S "ttsas /t t C L " ArL d1 s.gm g.d ,
h0 t sigosofc.anf f t s f tsi A.f' h r. bras.ing or s h' sng Axth
&tadinf ) on fry virheal A. n d 1AftrA/
ditw Hent. Appo rts designo.ft a s, "/= q itzdi u r ~ ($> Will AISO ofit Go nifCc.Af' $4.iAl tZsffs5A.fa C&21. a f VMsfaea77ar/ 1 3 14 Sitsl6tr (Mit Ws7/IT, Joe no c-rio- c4o PAGE S
\
& 9 %. blse(66 f.M L MB/?L C^a.C no REV eV DATE CHECKED DAM QQQ*W k"/h }4 fl m . - .e : :.-. . _. .-. _ , ._ _
t:
. _ ,,ms m
Ji 7"ht Atring critsria. dass not shpo<.latt Ma.t Mt Mrst-
% ni gss's -osig " .swppoHs inart onclads an addiHoul lon9;+vdina1 tappori. 7% otsriap, rq{an mast Mse rt trass,mi+ a. reyrssedahvt loqHudial load to Mt. b/ sal locsJion smo+t ,frm Mt asitied .1e9mtn+. f's r FCF [Z4f, a
ths maximwn distanc s. ht+ws sn 1og;+>dinal Sepports i s 4 9'-o ". Type cal . spa s 16 9% bs fwes.n sqpords s.rt fo ' to 1 '- o ". 7httsfort, yG-r s. Cfra29W-frq ssgMint thess span 1 syms. s,kesid put a-conservs&t riprss tninHon of Mt 1sagihdina l Toad oA Mt. bet +k loc #on s w *rt. Nott 4f his dista a ! bs tw'stn longi nda'nal .t+ ppa + ts in Me vs Q e+H n rans samt Hmis sectists Ao '- o " h wssevnhvi fis t +Als anvapkon . hr frys, ; bra 'en o.t e7kows and fess, 4s 1++k oyd 2 Twgihdial esstraint la Mr. %27sis -onty " ispint t> tag rewlt in very conssiva. hat s s.e s ssoc. foads on khs ben.at loca Non _ S,wpper.+ for g >cci +a. +io n in iht un s+pp or ft d dirse Hon s
- o. [ M O
. - - _ .s O
. _s. -
bENSiP / OF may or mTE cascuso ' pTE kComm d ~l 3 jl4*
= . = . . .- < a. - . , -
~ -
s
,.. )
~
l ftpsrt I en HL j417owing pa9t.s s'11a s fes +s s rfs. Ori t. ways of }rsaking mods 7s. Wofe fR*+ et 1 7tss+ ont s4pon+ h indef en.d t a+ /g guaNj4Ld ; in bon m o ds t s . . . 1
.m. we e- - . . .
o e
--L._-- .
O " " ~ - ~ ' ~ ~ ~ 4h mm e><o-oeo N
/ Ar_ sr/u/g3 vf/ f-77 -g gy g QdY cac e ,
11 nev av om cm o4rs M-15 II4-
. . . . . ,. ^, , . ~
s . >#7 $
.. 's , , r, 7 . .,,i l
O -
~
GGGOOGG - 7 j Fo s.t. Moost
. < < l a e ;
CJE.C LA P e I e Mo *CL- S ,
. . . m (
l 1 (e sesaw. Ar areAic,wr seems.wr 0000 - J
- Ih NODE h ost, h -(,ge,e giggs,) - -~
Ooce cm ->
'.. CC. h foeJ ga%CE) i
., 3 on @ c~ c %
I
' i 1
, g i d
l i i es k dCC4 AP C4hP MapC Mo4l>EL .... s
\
1 l 4% [b) DecAg. a_r 9e* gaciteurg oc v e s.ne.Av seum i NOTE: SEE. (.E g e N C> c>=4 Fot.s.a wea49 E
, oJehAF Vs z.e A a -n o.
/ (2fL siis /d r, &jfk. f/27/p( m no ,7,o ,4 , Paea
@ ht- 9/fVla Vil d/6M [gk-pgdY dh cau:e g%
Rev av para cascuno cart g,tn jf4
. s. . . .
, ,p ? ', : , ,; 4 ,#, y l
e o G@@ GGGG O , d J
~~
O
. 3,
. . 8
, , s /*
* ' 7 J l 8 8 1 1 1 d N dme OJ'M
.' q .m.. . __ _ Moosn
... m -m W d. O **
I e AL,o A14 T'E AY W A.LS l l psa c> . O ,w69 w o u A.v Sv &c rsr- wwired
. e m e.r u e wrocer goc =% mt:> a-eimnod WNAP 4smat e d Jos seo a.no,a 4 PM d b Sftflfe, (A b b/(1[b ** op mv sv mn cacaso un -- D M. is /14
--e. q e.} .. - y ,, ., ('4
.c
..m. -
r
- s o
O .
, ll s sumo +t to be imodsled as, "aasa tzsis,- an t9 " ys Hatal hs.js, tuh fry wn? have. a .sep ers.ft saAZyu> -oa le; #jvppo+/. Ths. +.ypo+t dud weigM i s HSn if destro%ftd among ht. 4M ty451 - o Als) " Supp*M's ,
>A. m is syrs s uta.
~
g, e in 05 * / (8/
+
;> vb
. p g> y>
/, if yk O -
l- l
/,.
/,
/
n lj -
- .'g
/ 'l / f h "*-auses - "
um v .. . "Ama v s.s. mei .
- o s" w- .q a Cd Acro A u 5457f.M p p -
l w
> > ' ./
.[ //
[5 j* pt r-2 >
\/ >
4// 6/ f
/,
1
/ / 4 .4 .
snux " amu ms- %ases.s . " A=4 vs.g . ' tu n. 4 . y" en.w " ewer * (b) AwAuses MooEL._ Fie es t - (A4qss, "ApaSyses-e,4 w'" Wer.c l v 04t82, AP V6RIVs:AnoA JOS NO ogg ea/o PAGE aav Inr av Sislik, oan CAf h b./6/M oan ggQO lu===D N No o,4
, cuecuso M-/p flg.
=$f 9 4 -. 4 4-e r = - + +$1 m- -* 4 =---S -
e+-e R"T &-4 ILv 9 e%' S - - r-- --
*=*+-m- * -
.J n 6 e l
b - en add Rono.1 fr
~}is soms essss Ss gaysd oaig A.f %+1 9sis, -ony " Svppork p bu.t' l o#ttwiss. is so+ put of Mc sgss% ss.ods 1.
~ hto.an.fric. studais tw [s1], Rg+ts s. '8 and 4) indneeds MAf Uf'A' MM S
- S on s vpf *t f% /Y1*+1 W
I' k lv & n ts $ $ fA & t 4 4 5 vff o e'f lo G p Wf NMt - yli;b1s g effs.cf on ntors. dos /Laf svppo++s . tonsos 6 4 wt M M :s s.ssanpHn , 1As >s. Adda'h'6~7
%> inay bs sylsoftd if M do sof gs WiM Ms supp or t ndf awf to h6 t- brea.k loca. Hon her Fie, u i s + , p. IG) . }/o w s u r ;f Mt. addiMonal +rq is 4sytd yyiM Mt.
S vpp or4 sdjo.ce n+ +* Ms btsa k toe ++ier,, Ms.- add /Non*1 tr mnst bs inetvdsd >s. M s.
.ipkruandt]. la 4% eoss. (As 51ysas - my "
pp o++5 wavid nstd lo bs, ivsodt 11tc/ jn. 4 - dthnil, And cunst- bt- *i%pif & (sse Fig ars. 4,
-p.17).
ots m A r v s et r oc e ss e s.t a no opo ofo "not i nov N L-sv s'lis%fs t,4L oan c4cuno t >]-f7 oan p6dY NQO M "o M-/5 fIl4 .
i '.
- 1 1
i I I N ps kg Ik 4% JI 49
/
4, g* r .r -
/ / {# 7 1
/ /
7 %
/ /
MgMAaWDE#L Ost
. s7 gegask
/
p,4nugw '
./
Ash 4WrS89
- 7 'f .
Aa4M.4%&S - Safan W Sa bagarness gaan.y* ' e ss a.V " MetyssJLD es=66.Y " (4) kCfu A L- bySTEDaT I bb
# mv .
% = l=lll. .
= s~
" ** ,y r- e. . /
hMaiucpsE of'
, .sa. m Ws + u,"*-
58EE AIC, "adaudS45 "a aJ4.veS45 - "Ad6W$ ss-parrt A6. F(somb - LesArtoa4 8*4LH W 6Y " ew s.Y " (le) A J Abdiet s M cDE
$ 4i4tt 3 *
~
T4AY 4 A AJ4 K O .So s44 Y AT "A N A L.1 SIS
- a H L.Y
- Ja rrosers O
a no osso- o f o i I CfL- sitslota
., .n Cfh O'YE
~~. un . lN{Q "l I
l
- 1. , _ .. <
4 o I, , e + ,, d> I) > ck av
/ 4 .
i
; sn -
7 7 7 'l,
$W f f -[
~*
. Y f / / '
i~L "r'.".! n..- - _ '3t- .
, ~^g.a
, - ' -g- us-
@) Actual Systr.M O -
Y E 3
?
f
& b*
&> j k> cV GV O
$W / / / '
m
$4 R m Amoe.m e ,
gems. f . m-f . f A AM M - Ad&&vStS - Puttt A6 MMea, weg gM* e m 6V
- dhee.Y "
, (b) AMALYSIS M oo s.L.
fI 9*PC 4 : TRA Y 67A Wf so Sos.zL1 AT "oAM AuYS /S -cNL-Y " saproem c/ ente v'catfismod a no o zio -os.o "*ac I DE Glicisc cv)x f->79L lN N Qka= = Y Ab ***"* or
'Y any av
\ mis cwecuso mit M-/3 - Ild-I
, ,4 . . . . . _ . . . ... . . - _ . - ~ . ~ , , . - . - , .. --
- ^ ^ ~
. .. i : . . . - - -
\
l 1 .
. ?. .
i: d
..f~'
. 2. 2 . Pracsda tt. for bisak)% Mads 1.s "
At dra ged Maga.es
, in soms Insfancis frys my b6 ynyt.d At ots
- 4 ons e +wo wzprs . In m;> nss. thi. trys y a bs ua.1gytd stag 7g , wijf Me guysd .s qpod modsthd in dshil. Tits m'Hsd 5 medzi7s.d dim a. dieteHN1 1 m ed atJgM lshNotss arro.yment u.s od' h si n ta.k. br~g resp u s.s ,
= g =Ms.au(caus==)
e r y ar_
', m i !
& L l r 55*- resv t SS i 7 .
O .. MY1
$ (N my a a e m [n
/
7/ /
/
/
/ .
'D
. WWI ,f
- (m>,..a ST EAv 2 Figw.c. 5* reavs :raiden W '
dr Ae#6ED M'AA98M O .-- - ~ ~
- - . . . a. -
$ AIX- 3l%l$4 Oflb Ulfb/h
- arv av mm caecuso mru &QQl dY ,4 -/3, or
//4
~
$ h $9 , e g. e'- - e -
\ a g -y - d # y
- :. .w .
l 1 i I
. . . M pod suppe++ is wispudently pa7)id ,
in e a c f1 sastyt s,. Nots W+ IAs Ivmpsd weigAf' m**j nzsd to be so.pern+sd into fWo dirsch'oM /
. - Tag weigMS , Per CEF 03 > if Mt- a f p **-+'
Conf.)+ro.h'enhas s:pif caat shu r cen+tr or Cintro,'do.1 testafric; h Ls .
' des 4Hf'-
~
, Th e (v + p t d w 4 t1 h t of M L omif-+s d % is '__
ca7cela+1A as je' 77ows s If hhz qa rssfraint, w 1.np0n id wsiha)+tr is' c. is tAs +rit. fransvs ra sp ts t. u y e,s y as ne,.c+. m 1,ia. ,, . n ,.
. cas-h+ Ms. spsa lene;HL. da n ta rts.t SvfpPF+ in encA dirschion -
~ IF tt 5 d. 7.n4 Eh d *na 7 tbs gangtd risl'rstr<t ththay hik+ae epa.n :i v.ach sd l
. for Mt. tw o frsns,vsrs ditsefianSo for L-fongihdru 1 dirs e.fion , hows /tr thz. . !
fbt.-
.7v4sd wsight is, dt.fttm/A.LW Svppoe& lA ,Wg &
- - - . Atartst 1*rtAitydistA 7 dir$&tian. Tig. 1/m.y>sd wciphf f fongifvd.%al ditte.h'en txclhr h at />t tAs a ,e s i A thenfm.
trasversz ses d:rsc diff+><sn+ ie. , Mori. hfs +ran s vg rH, supper f puf 4- 99* thaqs of dirsction kscom w o. 7an gind %.s7 f vtsp o r + , s,'n e t if now proveds.s w a.1 fhf rt9ftsint +o Ms. szgmsst pra.e.sding M hs.td,
, CVER W /ERtrte anenf I grt shrisu % 4-fMG m no ozio -ost o- **on d 2 %- 3/ules (Ah uit.ig yL Q=D Ak caw no f#4 nov av oars cuecuso un /4 -/S
- _ , . - . _ . m . .. , _ _ . , , . .. . _. . .-
/ r. - '
- n. -
;.f i .
- e d
h
. O . .
ggria & )
- 12?. P;MA&Y $PAMS F o d. TL*NSdEbs &
4eH4ED HAA1452
. 4L St /#/
, l.: . ls. .
A.Y - - ge +x
. e, 0 @
@ Q
'Lo + L1 1
'(ruiserABY 994H)x,y,y
- g h
. ft Aa rt & (b) : TC.JbvTA K Y b7AN 6 fog A s. oaf.r WDI& O o
, 4 4M 4E**D #AN4 N Y , La is 49 .
, j - , ,
n # 2.
~
i, + t >
' fres avinev sppy)-p y n e
,r(ress ,rgey gru), s to +ls + L5 2
- Q IHoswn tavsryom,u ass w r Q ciuse va,rusrwa m moono- A Pm
# llrY - 31 oisc ef) Jrtl% W S cac no ,,2 0 i
l av av om c(s6xeo om QdY M ./5 II4 l
--e- + v - r,--,-. - - \, S - -#
1 & b--w-n e-
', -* y, .- , ; ,:,
'~ ^
-.-._. WYP' A &&> 6 9 **
6-..$fAlfb Yi6?lMio$ldinin h6 [vyW Wil $$ lD Yi Jvff9&f ib skOst A bg j'og otv1 A, $ $ kg, f.frin ILCytnSt 6f Wi h * {tt & g. Vff /7I'd I Anl n utess since.ot. s .,s p ,, u is s ,u s n ua
}ht oscilistoe fsyat y i s H t :we a: a pinord,oinnsof bum o,J tong /4 tyal h W hihy spa + .
ff5Gv0NCf of rseV t1S rid dCD -PIA NE O & cay of teagru rawau ro ruse rsey s.r,*a : l'est (zs], , sos) .
~ ;
J , ,, ,1,p t 5 yg, ggs. ( g a )
~~~
T i l ff,,EGVCALCf fA 3999 06 &o G4 A T'Of2 Of bepff% MIQHT "S h?EF (!$) y p,4 6) . f , g 4 ) 'l2. I tir w'/
*
- Sph V!N4 708 .$r19'96/t 5$
isST14A L W AY&&$k [3
.- . ~-
- - - . . kb$($_. lC hrl$pv$ Af Sfe A ltA flt,,,
.l.----...-
W
- Welff Ytibvf4ff SfW u_ z = a,op riste iiy manent y istiHo-W = .s SSS t tiMir ths. fra n>vs rs t Vit HC ft sain .
ditteHans of 5* if st o & wlis/ 2-0/CE. LAP /sesfre A-n o JOS NO O7.s a p p, PAGE kW /)ffL/y1. I
$ bl$4l$ts CALC NO
- = ==
bill co.c . -W n. ,3 ,g
--r , , . . . . - e, . .c ,
gd . . . . S r.. M s longi k d in a 7 dirteHon, iytrtn f .stifi,ss $1s att w7av7ahd dipsoding os At M2r tAs yngLd it er is a lo aq,'kd:n a7 or frus e'stst 'syp od . kr A 19t%go l"VdEA A l l%A 'l t', .$bt oscillNfor' , f&f l'1 $ bf i W Y9 Uf-pi viO u' psi f a /a noca . s frtf VL u.A
+
modt is. triahvt r;g;&, n lowsr boud f friqvt ny I ts0 S f rVtR t1VZ . a 4o' tr .t e gm r e t e*7winfid, oUsamiq rigidtg .supporftd a one in , t
/ / 6 ) 'l2.
f*4t. L s/ (gEF l15,], p.10 5)
~
L: 4o ' = 4 60 p = M Ass pensarv' W ei9 x r t'eie exir'. &cacirn . AeL9 ( g/ Thz hwirtsf +r q ti assd from ger &] +o qpros/N+/s a towsr bond
- fieyvem :
~
' W = 14 7. 1s/ft-I A = /'78 7 in 2 4,
' *1- !
) = 1 7p o a- 2 1s.cz /in d 1 167 3664/
fs 21. fly o 0 o/zec a p t'sxe reca-n ood
.ns n a zac -o +c noe
& A!& shutou t '% 4h/N K W lyL-Q=.Ab cuc e ,2 2-nav av mu caecxso un Af -f 5 g4
- 1.u ! ' \:; ! >
. 's ,
n l
\ !
_ :. // Ms. gaged hugte is a 196dinal is.sfro.in t , the Joy;ndlui ditcoh'on- y , ( es.c.i11ador S KJ I{nt ss, is :
~
,' g/ '
2 1 \ : WwasqrsoraM =N ,s - p) s 2.1 Hg. a = 1ay;+>d sar z wed wsigt Nr a frans ysts t. h q st, longilvdinal lo+d ti, l maln?g passtd by M ial tros Lt'ij;fC osss to Ms. ~. l muc}s .sHjfsr f loyifvd;u7 k ). ses. . Ths Toyifudisaf tempid wsigfr.t is Msrs.jf rr2 exts.ess/ swppat ts.st' a ad an oscilistor yfrs lgss.1 s tipr$ Sin +rbut- fry + f s.en/*y; dinAl S.+ffont' ' fespenes). . l Tht rtf tsssAfrshvs. Jyihcnnal friqvt.n t$ tal&u lefsd as,wmiq a 4 o '- o " tr < s ,.t. t 6 vppor t'td N fon97 tydinal fraf C *pt hang Ers s:t' tatA ted. ThE co,7ms art. ame,ng.d tjscity brAcsd Apinst ? q itvdIhAl Ta d . Tiie s aet s i n.ssamed 44 x 7 277 membusts of 3'-ca " 7tn$M.L Bad condikass on 'M4 hw sts. $ $ st. san s d
. h bg. pian sd =,orn n sd- ,
h u n.siw 7 as. 1 sad:9 , sa nyresens.s. IL lbsfsd be) Mt o'Stij<ca.r+ w vin C.h n' Mo in. y#ss ea leu.la.r'far ,
- 11 i
____ . . _ _ j
;persSMists irge. *ft FFMEn a gs2yx 03 es/in '
Anex = g gg.lU Z s 4.S9 A 4
, k = B 6 w /r u . L.
- 42 t^/
+
u- 4 ' O i 21Y- sitslet. &sik MnhN Hseur venirocaned memazio-a4o "as
- Ara' . stuls
- vik %WL ly KQ O mc* 3 arv av mTu cw.xso are 6=.T M-/3, ,'14-1
. . . = - . r+n s e asw e e. -
e e +a, e -+e -,-e-~~e ,- , , < - # ,
.. ' ; ~
~ ' -
-1
*e:L4.10 "C,"- .
~
% s. :A >..w e 's /. . , . s a . . L. ; 7 < a l
. v .
! l l
.'. The sprem ( heq r >vpport) ., Cry ven y w thta bt- tSfimad2d i
(= 06 tip/td
/
r f, i , T 4.s.A.or - A & V2 f*g T (SEF($'5];p.'84) l
.L
. L -
ban 2 = (j kLQ }. Wh ert- k s s e,s 2 e t 72. m / H Consis+ sat wi W u7ets penwrobsty ussel : L = 4Bo " A = 1 16 7 " *
,q z I,76 510~2 lb *s!/ss Y I
h0h A* l e d::> Q
- l= 0 f ~ / 4 .gg, If h fugu hangu a a **o uuss ns+u,- t, T X ptem+1 tap seur *vppo++ is de,Gacf
. of % fo77*W.y Affous :
K..~,, n .~n , t.noa
- M*f(f) g . ia ,.
w= m,w.2,7 7~,a agu O .<.~ ,<- _ a PAGE Joe no s210 - 0 6 ! 6 AIL Mt to(b (A% Gl(>% g Q Y cas.c no y/4.-
- new or oarm cascuso oars a===
M -t3 t l l
- ! . . ,, ,= . .w , ,,,.,-.,: :w . . - . ,i.,,,.>,--,s ., _- ,,,
^ ' ~ ^-~ '
. ,,;:S . + -~~T~',- ,. ,3 <
( < ., '.e .. . :..; ._v 1. ; -
. .c r: & i n_ -. c - . .
c ', \
+ r
. .1
= l lt . l i
$ 1 btled lilashe NA $$. NGL ti.
of lkmf &l oml h4' : W6Efh AAd ShfAtS$tS ffmy C WY fo '98 GH5ffF D
..l
- s
*v b-S l m .
17.M 6V hESS. __./.. 5,,.ar flefew : Au. E64.M sA.87 Na FE*M r.Zo y4,,, W g FfarA.riod A 4
.pp p, brPPJs.sezs pseys on .
4n.f<fsudlp f ;] A O yy ( A is so o a6aP. ,wlsAan) . Kz. 7s M y,, i7
& Ws , W1. KA40
- WL giqi p My F &o*4 ' P 17
.h. -.
P
- h. A
\ I l
1 o.4qifvera AL.
) 4 $v9 roof t4ar1!. . A a,. c6.s u ptN T-
- [$ M S N A (,,
'in r*fr46.+'E5 EM' o
. . Kx FpoM r.19 gp
, (Aaocoacir..J/p i o}
~
. Ky 54cit a '
K2.sco.tP.57
- k W2. stys p
- i<y reaef p.17 fiogyt E 7
- pt EF/'no 4 AL. L wdG*EC> wJEtgH1's, .AMJll>
, sn
- F4 E5S C*$. % tl'. oMi frEO> NT.S. .
- t dif8M4 4 8 dA/F/ C d4 77 #M meno ove -o e Paos
'l.I 4;
new N ey SiteIb 6. am (/IIt cuecuto (.p/g /P,6 om g6mdF %Q th cALcseo g .,g ff4, i ) c, e .;, - , .
-~ , ,: , ;. .--? ,.w,
~ s , , , ,
f L.3 .' : . " '
.'c. . -
. }.
s' 5 Q . - . . . . ho lVseroanou reoem:> vet j J n r. - a ~zu s. ~ ,..< s < ,, n of be4 af' A. proemets ovt/hsd h %
'prsvidas tactra - 0) 7toen.dars. /*< baig m odsts kd 6) fracArt n7en} 9 twss, for besakig inodsis, d q q d . H a y s e s '.
, 4d$u.hin will bs. perjGemsd as 9. . % . . ! Menu - .-
l proysm Sur**rits 6cs! b]) . Models I, 2, *>,4,5 are) ML o rs t .%,' possdn s - Mods /s 4, 7, a e vinf7 Ms uss. of /msd weigh.fs fa sim.:ats. hs.) loods on M sd A*3 tes. AlHmA s o n s. _ of $i M rdLIS pet /ry - ac+vs1. Af timS,. 8 Att rtyrt6tA M vL of hysend 6f+E&
, _ abis y systsas. i
._..] j 7.._. ,
O i grX- sloidt, & 8f A. fh7//Z
. o- ,~_
aosno grses o4s P^ot 4 k N' afrolete e>O b/n/h lN N QI O dY C"C NO fll4 new ey mu cushso can k " /)
+wMg- y- w$,+y- , , , + , +, ev- e y y e e .. , 3 _, -.r -- --m*, --r w m- -, - - - - - - - - , -
.a s *
- ...:- . . :'L , . . . . . . . . a. . " : . .y l
.6 y . :i.
31 Mods 1 I Sho > a o'n, tiods! I is a 1mg .strsjkt try M >
, fior ve s 8 on p. 59 I
$. I. n Trm .
v l I
'The y is Assvmed 6 ' b&. cgsus tst.
No. 44t+ % -12 , p. 14x4XIY4 1addsr try *)4 SA*Mr stet? w1M e 14 4a- sidsrail. tXs. . fo11ow;q props.rths o.rs. nssd (from McF[o]):
; ?' h* G. J '/ IM
$1
- Q. dl IH A
$*)
- I'Z. '/116 lH b Q I HY TrA; wesyt, wihc tni<morsg , (from zee N) is 4fr Ib/{V. Ny $ps.n lettwi&A Sqpe+fs is radens1g Veritd front 4 fo 6 ft. 4 nsA>s 1 fGIttt .if$&Inf f if* iG NYI's% Ad * [hib I$
slajhtly horger Man Me, recommended va7as of
.. l fsr (1] d&") bwt is, comidersh adtfu&
I fo r g r$1sfWL coysh$ ors. cyl #t lvil and farh'ai Sf$>f1m madi-lS for oVirlAf Y&rt)$ 4 ANio A. O / /frE. 5/rs/g % f/p/FZ 9fism ! /fAsf/4,*-r2od Joe NO O 14 # - a f a PAGE d A% 5 fn}& " "
- new ev
.tlo*/ $fo oars cwdikao oArt &RQkY
, /4 /*s or l/4 E
I 4
- -? ,[ g 9 y -,
- q , e ,
" s
. . a.. . .
s
~
. . . . - . . .$. I.k Supports
~
F*o ar supper-t tyrss, typisa1 af erses en67s
. frq haqsrs , ars assd in. mods? I.
'[hg fone typts art. icturid beloW #
a .
.~.
W' . b . s o, ... a --m . a te p+tl8 fa - 4 9 g* ,,; g g __ ... _
,, ,d,. , ,v . -
c A A ' '
' i . . _ . .. < s s' '
F6Aw veEgl MAN VIEwJ BCAcao hL,eNgar 4MT1W ILFL-E F s krz uu C D E me _.- Ic,
/
1e . o
/
3 M
" [A 9 "
u c.u s 7. 25 s .
-
- U l t 2,e'.._ sto' nus4Anou...hsvl s u soats Swer ruses ~LE
< ,e r.2s a
s..- z.7 ge/me,a esva L.c44 TzArm.7.s.
, oww Maracarted
/ Ax- 5/zs/oc v'/h f/27/Z Joe no ,eso -os. P^ot
$ Art 2122/8c- nh Shahn. lN K Q S catono nev av oats cw6dso oan *Y M-t> 11 4
. . . . . . ~ . . . . - -. .- - . . _. . .
~ . ~
+ . . .;--
p- _
. . + -
l l
.I.ll [ ' i._.I .
...l,.----...._... l AI( suppaeny membses ars nose sh~ps s, -
p{ M ble sfis7. htch'en propsch ts Arta \ kaken from kht Ass,c MnMu av Sreet , t'ousesvaned 6'*f [sv]) . Anchorn gs s a rt-rsstraints . For caen is vsrs, e six - w shott +ropspts , and 7*q frap,e5as s,. haits reist>*1mi s,tzffsss q .~ .. Hoe xy .ia/rJ is anemt d for awt . random tw s'6. Th s's wrsb sr i> een so s is af ' i w;M eeifo) 3.dcis7,)ss, , Thi jose svpport con 6yrstion wsrs, chos u from the. databssss of tyical cess s
~
, _ _ cob 1 sty %se Spponts fr ML Iqrs2 4.-
I projs5'sfselfie- prohan ou4w Dyl*4]).
..-~-.-o.- - - - - - , - .
un+17s vsis , short + rapt y ss, , a nd 1 9 frnpt 92s art. unsh ;fe %*7 1sus astg' ot++p tawawod
-- - . . ~ . - ;
# Ar2f - If tg /g& cM y,J,g/gg g 6g=D O CALC NO Y new ev oars cwafekso narr 4 -I$ fIf.
l _ . . .m . _ . . . . . _ _ _ _ . . . _ _. . . . . _ . . - .... _
..z
., :. c ,
w
--.s-.--- e. .
supeorts. The +rsasteh'ona7 shWassses and dead wt-Qht {w Msst supp*> ts s's, calovls+sa es {o11ows : , srarrassses form.,tas from est[s.7). Cantilbtr : ser = siss..*>t.61s) Wm= y t,,y ,
* /**1 x a .I . . - _ .
. gas
- st21***)tos.t) -- . . . . ' - -
N 4 M is a hear *
- y tyop . . . _ . _ _ ,
~
iO . kar 3 oc" . i Sor+ Trapey : -
/ /
WLoa4 = as w3 .- (ss)s , tat e> > t(ass), Most)s t(zs~*x *1s) Ae(19 eoojt,.rss)
.- - T !=7S X/tw I
Adat
-.Kvssc = (up = Ast's4***)N.99) g, = %.o xj,a O o,4nsw fewroc,araca JOS NO o 1,# o - ogo r* AGE c^w "o
- mv Anc av SIstlAc sC) ain/s om c4enso om lN -=W QAb q . ,3 *}/4 J
_ - ~ _ _ _ _ . _ __ . _ _ _ _ . . _ _ _ _ . _ . . - - _ _ _ . _ . . - _ . - - . - . . -
., c , . . . - ,
._ ~ :q .:, v
~,:
~_
s : + =. : .
~ ,. ..
(b11)c ' (a Es H + .Cc W . . L - ds.or
- Hb I.5Zs H r Is W C(t1** *)lis.s) &(4.S4)(%) + ds.1)(46) \
, (%)3 (t.S)(&S1)(%) +(Is.1)N6))
40.O M/t Al ,
, L.9 Tryey ;
/ / .
A'"4
- y3
+
as Qu)5 +"
- (qg)s. , 2(SEC)s M KZ)y *[L9***)(utoy6) Y6(Ff*?Y'O*) _
4 e o. odo w/su . _ . _ . _ _ 4p.c
~ hur= g4,p * % o k/'~'-
2ilZ'E)* = d(29oea)(i11) tw = H,
= 9. oc e/ ia .
049)s t 1 l
.O . < ~ - ~~ ~ a me no cr, a - o 4 o PAGE d ur 1lfrTsc of) Jh2/ar. [M W Q6=.D O C^'C "*
or3 '
- new ey om cwicano oara M -/ 3 II4 f
% r .v.. , , - - - - - - - - -r _ . s s .r~.-u. e - -w n +2 -,
, , - - . . ~ . . - ,
W 4 #- .+ - #.' 4 l
. . . - . . . Wet 07 Hr- l 4dilsvor : 3.$f+{$.Z lb/fr) = 21 Ib .
Sh. Trapty : b{t(4 2lb)/t) + Vf(f.ZS lb/fr) = 78. Ib. Long Reply : N/t //.2/b//r) + 4/t(7 55 lb/fr)
- 4/75 lb/fr) = 2SS. /b u
sto ffdsss / Wesqn ts Foz vagnu4sn suppoprs L nuinaneanu snrras. ss beo!/sk ) ~[~ Svprost rvPE 1 *ugore o sa u- vsarwnu arm u Antle tr r '(/h) . . l CANnl.s VSE l.Z4 24.O M Z9.G *
~
Shoer reArezz I.79 66 0 go. A ~ 7g . o i G.040 t.ong rearsza. g 6. o 3.oc. 15 g . o .
..e O
i - .
" M.@ me- p 4
0 Y ZltLl0(o e-10 $tt/Et, M% $ aav av mn cean un - JF M -/3 ff4 i
., -, . . _ - . . . ...--_,.m . . . . . ... .4 ._ .-,-.-,..-..-.m_. . _ , , - . . _ . _ - , - . . . - - - . . - - _ _ , . - - __-.1
.,; *:E.S b.-
..~s
.. ' . , c .: ~ s: . ~ a .: a : . s . .
f-Per REP b], e do41s slip asstanbly Shodd bs assd to mods 1 Ms ex.lol c1.) Tuding at a gavsn teesn+ ries.hj . . 7his sectnfriei Movid bs Ms' genkt of i)ns shser' ss n+s r gecsn+risi o, Ms. ogs s.t behusso ce remn & Mr cs stsrit<>ss . YI) b (<CcbnffIS ,$6 ' t%0dslY ott _. m ms y,s s ,,.as. u i, oninu 9r CAA4174.6V M & MMED e A N13 s.5/KM
.- ,,.t n , s: - m ,-r , - y u :s twicvl*+ ion is o% fa pesssaf a syre r-t
' foed ce9sris m , & nd to do et
. svpped gestofsad% .
O h sG4Af v6dtM @ 170 N JOS NO Ois 0 -O agi-p e PAG 3
& b%- 11ulac, L 2htl% O **c "o o,34 nav er uh enscuo un l N f~ QAY M -15 II4
._. - ~
.:n -
g.
- 3. ,
~~ -- _
":e -
D , 4 ._ .-.
- 9. l. 6. & lip E7:sssnts l
l 1 fisAlbri coupil 4.7s m i n f 5 ( ff-A C 17tmin f%.
._., in SartMPt!G.) Gft aS t.d So mods- 7 M L.
- k }cq -to- Euppoo-t* 47e'p connsciioo s . Tdo diffsrsnt 4pss of cispe. wtrs nsed 7 _
fractian ' Clohs f drAnsvsrs A. A vpp h, end
%7+sd' cirjas for tongobdial speeds. Iht
; fortowi sseMos props h s-s, w trt. assd Oels]).
D . y-i . FMsc n o+J c.t rs sos.rsan, gs.:es l t , bx(WPha) /&&.
'f16.
4 75, 46/, )
! 692, .
1,10 %/0 5 i k (ft!.I+4/RAO}'~ 67/, /,$$ X /O S L,._.. g. Jol2 Fl0$ 4, fo 4 /195 _ ppi ZZ 804* W946Af / grift &&flg.a{ JOS NO d?,to -04r lgp PAGE
# ha:. */is/ > ;;f() s//2/m
[y Q c"c "o j5 nev sv om cudiTuao uru -- g-fp lie
. .n . ,
L,w:, -;e _ - . : C. -
- ,: . l 1
f -
. i l
l 3.1. d londly s, \
, Go leadiy S srs n.ppisiuf n in. dst t- I
- 4. dradwtif fysvot>J) losA**q &
Scismc rispenst Sysefra 1**di a , 74 6 rssponst .sp se ke- is #6 /w/ q esc i ff sc,tr4 Ag(, Q wac45 5;/gg nu. Sigis ua% ' Ms.
- n. is assd. Aca.5o,Cf us of' son.~
~
is used wi M. a. issss?^3 N% O cortsc Hon o $ 7vert - ro of .S vm - y '- h/w -
+pa res is assd to cams:ns. s,p w+ra.7
) d;cw#aos, i FAT madei ttsvIts atL o6+n.: atd uutwg moda1 corrL7ahan cos.7%can t.s
. - . . h cimbine mass . Pa'r Hst m o d s. 7
- c. _
i.-... r.u,v1+s
- vsL ties Atj- Gjac/c l .1g i
to don
- bin L ',*s a dss ,
t9&Pi% owun+ /muracanw _ _ _ o.o,. ._ Arx e M /st c4L 4./4R 4h c e ao M _d an av mn cacao un [ y g- QJF g .,3 "/I4 9
- - - - . - , - . - . ., **_--.-.s , , , . . , , . . , _ . . *e -
,J', .,p.__, ,.1-,..# - , .. ,
' ^
~
.. ,, ~ ' ~ ^} -
J, -
. :1 -: ..
5 .. .. .
. - . _ _ . . . - -. .. 3.I C A/1 a I*f b ib Tht. 6*mfI lfL AMig he-A 7 systra l Vfods ? /
/* Gnal id in /EF {1]. ThL fo11ow; poehai at odt!=> ata. Msit ses++sd :
Nfodt? /6 (ass 7ptd in psf [6]), and Msdtl lC anifgg N in AEF [1}) a 736 fotfowi Zupp* 4 erL do/K rg.4f in i ntod$$ I . . . . . . . Mods 1 WstaiItd hrsonts Nneigsis - ontl' toppeets,
' O Modt!I6 too& Mroy 10/4- toop (Codiis or) loo 4 ("-)
IooS ( long Trapt s,s ) fol$ (She* t Trapr3 L) 1o 1 t* (dan fi ftist) Iof 7 l' Sh *t+ 7P t } t-) Madri I: toi4 Mrq toso toit db^ *rt Tr* p s 5 s) Ior L- l'haR11/s t)
--. .Ios b (ley Trap:31)
/ /
ThALindbling of sn*1 fS$6- cat sqp or%
. steS oA7lAld ch $se. 2.1 dalev7ahon of thpoU Shly Casss And Withht was odlins.4 in Ste. 3.t. W. \
ofsttA P v'ceir'se nt *5 me no az e o o+e nos i 4 nov
/4 av 21stol6s.
mis A cwicxso lbsjk. mis p6=U KQO cuc "o M-f3 Td'
//4
--.b1 "
- e. ,-g,--.--.-.a. , %-...g ., y 8 ge m 9 L ,
a . ,,.-
. . , .- i_, , .
r; -
.a. > > - . .b . _
. . G . . i .. -' s. ' ' : '* *
. . c-
'" . . . ~. . . ' -
4 l
==meo-e...
. . Mods 7 I yerofit s Ms sewracy of 4 1
otesigu tem u.ay si.iisz.d a+ a-ing sa ut . . break 1euvan. . L: l l J t h h hh h
} *ng sd 'try bLhatsn nedsS toor throgh toos. ATH ongk Hs tr y s's --- . - - . ~
i guysd . wp to A .suppet+ a'nmedskfL adjsce a+ to n s,s a thcaAu , Ma's 9 i> syncred ,y w p a har m .oisi.
+3 '
i Ths's *+ svmpho% t s, sonsstvsh'ez. , S.'nes-khs. orseIsp procs&aet. a tm.fs.s M++ Wlr 4ty ma>t isemiut's. one. svppr++ fwrMss p m scea 7..a ~ u ~ .. . . .u o .. . , , ..
l l
l t
4 t
N
.._ _ _ _2.
_ _ w. . _ 9. /. /. #csv 7fs fak12 2, p.*M , comparss sesArits itsvIts fe Model I (fvli mods 7) wlM Mode! 16 an d M odel tc (por h'st mods 1s) . Suppot-f +nch oragt. Aed c7.y ttAc. Hens aet compartd for fat. A.bso7eti sem of Ht. pviry e Ss>>wste load cast . faseNons a rt. Compartd f +17 dirteHo ns tx etteli } l.0 ft! or 1.o ia.uip for anchors.gt an.d cas5:e
~
or o. So sa. Jere for C7Qo fla.e N MS . j l{ 4Ar,. p ao H4 / m ode / t tuh or<- nadtr,ortdekB
& OCha 1 (full inadt 7) rt syft, a. pct-ctnfog s.-
d i /t M S i n is enie v7 alt /, If 14t. perHa-7 mods 1 conwSvely estrptsdodfs Mr. salus I f~ A . # A.. ' + ' is /adie a fief. Esact
, i fruktat (WW.'n t o. s o 'A ) :L desiyah d -
by o a l 4 otswo (sw,e m o / a ,e o ., , o . , +, non 4 P14 - sIsc.In ob 3)nis **'*'* nev es un c W.nno un W NA WLL"Y M-tb *II*4
- ..,z.+c is r- - ,p.s, --g+ w- ,, g+..-A.-,-e.,*- e- e- . .,+--4 aey.., ce r-e % se ..e s a.a -
,y +swee+- , wme, .,y-ee- -e.,g-. w,-q+-w-*--- ,e- -.-+--.-.e ,--,w,-
r v\ -.; -r. 4
, r: . i
-s. * :), #
, ,~.,i. , . c. 1 .v
+ -
u , s e. - s O . 9
/
~
m N .
.h g
=
.i
\ I
~
i
%.s .s
?
I 5 %
.s*
e' W
- I
'- 4
.%
- C e
e, o
. s .-
4
\ s. "
Do s t ,. s s ees.* c*
. a.,
/ <*.
7 i f l
* [
=
s l .e, s .
* - % DES!GN VERtFICATICM__ ,
CLIUti Td488 JCg no, GCIe-9 de . CALClit:3 ::3. M*ID M9 BY: h CATE:J/n/gi , t cua: A cueyn/a i v I h FQ.37 CF II4 4 9 & * - ~--- -T i . w- 44 &e' t ) 1 es+sp y - g 9 -. r gS = e ' *ga y *< e + r 4 f- f. -- - p ' a r e 44--W w ie%-- - f- v m+t*-r
^
.,, ':f.c . ,
b '
'. _ - ' R -; ,, -
'I TeeLE L . . tAcou. t . .Lo Ar>$ 6- Suwou A ac.aaemes
_ __...rm go. v us. an.suAr ascnous e,c s n.rC11 eer (6] eer (,s] oATA et Fau oaca6 A P A 6 C o0eA V I. $ 2. 1.44 w/A . *
. z. o.9 G l.75 +
4 47,12 5116 + YY 6 77 lo.c, s e occoc s. I.g1 1 50 V
$x l.9 Z l.17 +
IE 2.02, 2 72.
- 0c75 xx 1,67 l'). I Z * ..
- 73. 1.15 +' '
O.14-co7p n 9.es Ia. oc + L.
. . st o.91 I. tI e
- - C00A KX 54.% &
'2.'f. >4 .
Co9A 4 lul$ l .1.0 + [ . M' 4I.04- 43.19 + i cio C ix 3. d4, 83.Al +
, 7.Z. ' /, R, 2. . I 2. +
. Os D 44, 4'.02. S.49 +
2.Z /,9 2. o1 + Cll C fx 5 74 9.41 + zz l.G7 111 + oli p Ax 5'.67 10.%5s + . ZL I.W1 1.51. & l 012 A y ,, . /30 1.46 e w 46 64 62.41 + OIM .xx f.12. 17 1 2.
- 11 '
- . _ . I.15 ( 2.fo r
OlW 5L - . . . - . .. 5 67 i1 61
- r ,
2zt_. _ . . /,4 f lG - 6'/, . i
, od5E+Ap / s egric wy1 . ,
I CTL Sln/pu /*fk f/py7g a no o t.e o - a.4 *
- AGE nev W
er blit /sp om
#3 % )eu cnWuno un yWAY NQ O CA'C "o H - I'>
o,40 II4 1
--+ ns-a , -
,--,4,s-, .g--- % , e. - , -" * ? 'r s g n ,- 4 n; e g r. n n , .- w
.,9 8 r Rl,--n, st>m,--. .n,.u es < >s+s g -4 , - . -
. mp
,. u . . - ,-
, ~_ -- _.
3J~ ; I
<@ TAe A. M M ooni_ i t.o A c $ Ar h eraer A ccu-o eA.c ss
. _ . _ . (cas r ', )
l cer' (13 per{67 resr [. 9] UATA Pf prg.vt,. odggbAF A
' e, c clAA 9 1,37 1.47 1. 5 o +-
fx 48 19 52 7G 53.46 + t/ 6. G 4- to. o7 G 75 + CI4C X l.26 2.o 6 l.So }- M I,45 1.70 1. 6,4 +-
*Lt. 1.'5L 2.c.9 '2 97 V os5 & n 1. l o ulA 1.s e +'
tg. t,'t& l.49 V CIS o us. $. I'Z. 4.52 + L 4 z.t 1, % l I.67 +- 014,A y v. 6 a c.8)i F 1x S 6,+3 '37 73, + cl1s n 3 1+ 4.2s +
'~
2L I. 4-0 l.62- + oil, p v r. 4.46 4.64 P LL t. 54- I.6I +~ 016 c tt 5. f er 146 + 23 / 7/ l.07 + 016 p u 3. g4 3,G7 - 4'/, ZZ l. 3 4 s.66 + OI4 C M 5 I5 5.s o + tt. I. 6 ') 1.te + Cl@ Q ff.. . $ 10 6 3l +
... . 1r .. /. 96 , 1'. I t t .
0'loh tui 30.61 3. .s o - 2 '/- YYL 3.%S 5.54 e Oto C . Li . . -- - l,I S I*24 +*
. M. t.19 \ < *L7 +
T +- tt I . 'j2. l.9s l i (
.O . osck&P fczws e M7 d ,
I RTL- Silfl6v V/h f/A/M Joeno c t s o- c 'l-o **GE
$ W SlitIsh N b/itin & Q Y CAW "O op kl mv av urs cadikao urs em-m H.t3 f;4
- . . . . _ . . . , . . _ . _ . . _ _ . . _ _ .. . . . _ . . . . _ _ . . _ . _ _ . . . . . _ . _ _ , . - , , . ...-t.-. - --
_ x ,qv -. , . lrm
.- o%. L.
~
<0 Thous t L Hoosu I L okos 3 d.vu r s.us m a u r s j ..
. Fu.LL. MociE.c f% 04EEGAr S.E<.-n ous 3, , c.-
y . -____ _ M L.c A C Min._ 7 4 V E Pd i el (,vt P' a-oc.At- oo"OFEp s O A T-E'-5 ) eseC13 ese Cs3 ew[.93 l parx n nuu- oJz e.w u s" .b. b d. l
\ o06 f. l . 'Z I l. ht MIA +-
. Y I.38 f . 77 . +
- z. o. ca & O. 8 'f r x4 'f. e 9 19 3% F Au5b 9 2+ +-
51- .
+-
t o o9 u -
' t. 4 o /. 92 tr. 0.5I o,44 - /o Yo 5to7 K 0 06 l. Ib .
+
f oo e x 0 71 0 10 f
- z. 041 0 7/. + -
+
4x. 0.59 /.7f _ too4 x I.it I. l5 .-+ xx 0.96 /.05 + l .oS /.07 O sito 5 tt t X
> I.19 l: 44 . .-
+-
+
tonz i I.%4 I42- +- x/ o.19 2.61 + l o ' *k n I . s5 2,5& + z z- 0.67 0. ca t , - 9 V. 5is5 K 0.95 09& +- Ior+ X l.77 I, SG l.99 + Y I.44 1.68 f.64 + )
/g G.66 liv.t6 46S +-
l zz. 6 17 6 89 4.!7 + 1 sit 6 X _ _ _ _ ___ . . . o. 7 0._ rJ/ A . /.0$ +. l fotG xi O.1G - v.67 + E.117 X: 1. t f -
/.11 t E.1t8 Ys I.00 l.00 0 .
1 l.So J 60 O
&( I 9 loto V. O. Cl o.11 -
2 Y. Y l<46 to67 + xx 4.78 , 4.s2 r
, 12- (s.10 Y 6. b5 t a /GP.'4, A a /s e< ri e o aj I lrL 'sitsles '&fh. MWPt me no a 2.,a . o t. o esos d #1w v/25/ac Mb 4/t/ft gy6gQaib caw * +2-D aav av oars cwecuto oara = M - g 33 //4 - --f,t--y - . s. , p4 =w, e ,, e e # , , --~,e.,,,, u ._,w 4 e e .- .. .- oe-.-.. --.,.v.,-~~e
, z.y . .
n..v aut . ~2'.' . , , , ~.... . . s .; , ..
+
V - .
- 9. z . _ . . . _ _ -Mods? 2.
tdods1 2 is e, esbis. trig r+n. w ;IA a. is e tda? p i
. riser segmsat, as skov n ou fisess 9 a u. p. 47, i
9 2. a. 1*rm v Tbs. tr**f i s, assumed to bg. , cyrsaS cd. Mo. 745o st -tz ,o s e t b y4' ' / */4 corrag. iro 9k. wilh s. I2 4A. 6 o'ds tii /. ..T._KJ .. _ _ _ . fo17owing yropse**ss ats,. nszd (eOh D]?) : 0 h- i.e s on
- Le : c.oi. ,a +
Iy : 5 26 ia N4 39: J. Flo IN l Try weigid , w/o %rmo79 , &sr [*1) lc es 10/f+. Rangs of froy spus is A samx A+ /fod si 1. A mass point spuiq f
. ..:__ -. _ -- 11" is spscK+d. Again ,_ M is A sNghty forpe Man +ts per (1) v' airs (25 "), bd is odepa tt. fors.rt.1&ovccomrisk of f t. f11 and yarhui s.p w otodc7S for att r 1sp verl,4e n%,<s. .
9 [ i o/cesar kaumennoa I Art- sissiso c '/h 19 7% m ,eo p si a . a.,co **os Abu cuc "o #5 l, anv Art - 1h4les Jn '!h t/s sv oara cadEken oaru lyic-QdF K g . ,,
//4 w.,,--.e,..-ww-,-w.-,,w,a - - . ~ , . , n+-- .-r. v.,,---,-wn --,,-w.e.,---, -,+,,-,,-e,,,-e,,-,~,-e , - - ,-o---w --
.~. . ~ ~ . . ...
l l l 1 9.7 6. Svppeds
. Tht +vpport fypss, wsshAt auf sti Cfssss j
, Cs16e/strons drs Mt sses. es for M ode / t.
- 9. 2. c tilp 51smun Tht cly slip simcals nud fer- Mods / L arc Ms sms ssfor Hodc 7 / . A 7tigr. -
xer Cs] *p.cofds ety shffnuns kk A s,o t a d s n t a s he.js)s,i+ a fs5 Wr a uniform shy shffasss c+n &c uss/ .
- - s;act ontg a rtisfies. 4resk q M n-No wits wi11 k msdt ;Cer o is ila.,o ,
vsr,;4 k tio r , 9.2.d. Loadiqs , Tht. $**s too. dig ud eminak a attrced is asid for Mods 1 t as for Hodst i 1
'.... txesp t Msf 6+/s.gurds k.;/di q
$7tv. 140,60 ' AYr dsspty ess 9psofre is ast/) 4 y4/4 w;/< 4 79#p tv+-*ff {qtay ,
oksu vseor, caned u no o zoo . oo non b arv Frt - av
>Itslac, mru
#)
cue &so linla, era K Ak lyL-QdF m.c no g .j , fjg i i . , . .__ . . _ . . _ _ _ _ __ , 4 _..
_Q
. . . . . .u . . . x .
l
? :.~___ .
~ ~
, .. 3.2. e Ana14 s is, J
Ths tempit ts Analghhal system cyl Mode 12 l is AnaEp s/ In WKf f/0]. fhs foffswi
- par h's/ th ods 1.s, as He rs orto.ftd :
Modst 2n (analpsJ ra Mr D*.7) W Modi 17e (an+1yed in HF [it]) . Yht. lo17*Wo'y hypods sen. carsred in 4 m oft / : Mods ? pstsUsd Suppo+hs %tpis -enry ' pter fs Modsi t os toot throyA. to th / ore (dandits/tr') O told Gh. Daft)L) t ots d' # ** " ) . , Modsles tais g<og <as s, toro te a,,ra ia nc) tori ( - * -) s o is- t' - ~ - ) Maas t 2 izeiyst s & us.uy op t s- 6<q bs.'y havidid da loqs tidina 7 3 spp *W i
?. Mar.p. risi r. Tft fry .t,s } s. aiuf at<j/.f l ? Ard varied to changs Mc eslah a.
.$hffntss of fry +o clys .
4 ce4?St4 9 (Cetc'sc n n e d
- - . ,. , a o -.
d t *- 2/25/#
==
#2 c,,6.
.!hdnu
.m
[yL-QO W W CE " n-es o,,0 n4 e-.-,.----i--e,#,,, ., ,,, ,, -k-- t - , , - , . - - - 4 g - --,,.=,y,
.g-, --,----,---I---,w----,-.-e--..p- --- -w -
, .c ,
. ~,. .,: ,
3 2.f Asuffs Tab 7L Z, ya 4 6 , amore s s upseriri AnA29 sis
, tssuits fom hiodt1 2 (,6t/ inadt/) w:X
.h{odt i ZA ard Mods 1 56 (psd*/ rnedt 72) .
. 'Th e. Coya See .,0roctcl*rc iG ede 4/2 b47 Modt/ t.
h M*d assd f r O - 1 4
-4_ :- - .
l .
- ii . _ . . ..
l l
. . o J % A ! G e o ft e e n o l KTK- 511 Slot. C' fit fft?M me no eno - ge eAos d
suv 4/E - t/is/da # av mis enkaan J//2/ b ura
% 4h
[yk-QdY catono M-/3 ,
,4 f/4
*c c
. ,.w s. n _. . . <
i es ,
~
- )
e M 4 4 4 i I s g O
<> 4 4 %
~ Cx 4
s g W
- t-
. s 4 %
's . '
. + '
's O '
o O. o 5 \
' ~.
s . -*I1
, _h h '
\\ \ .
s, o .i 4-*
=
W e "o-
*o DESIGN VERIFICATION . o, CLIENT NW #=
JC8 NO. 8&'#"#O
- CALC / PROB NO.M-@ der 0 -g -
BY: ArL Ot,TE:J////h % CHKG- DATED 2/4 L O PA . 4"I av Il4-
= . .-
= .
'.~ :; { .
TAeus. 2 : _ Mope.t. 2. . LoAc> s At s ureo my A Mc.n oz%e.s
. . . . . _ . . F u. go ow *. avas u e + se rio u.S A, e WEF [so] ter (n] resr [es]
para cr. Mc oJsew A A S ooi A ** - 13. 0 7 15. M NIA
- i yy 2. 6 % 5.16 P l co s C. 7.2. l . ob 1 01 Y o o z. A y 0 16 l.co +
M. 35.o.G 35 24. + oosA AA 28. s t., 3011
- 004.e. v. x Z.46 '6 13 +'
oo4 F x. x 2.40 9.06 4-oosA v.x ZD.M 23 7/ + ood A 4x St.Go si.so 0 _ oo7A Y 1 66 17c f-
** 96 42. 51. c 5 e ..
008 A u 3.o4 b.o6
- VV +
I .1b Z. co 'y oo 9 A 1 7.. o f 2 06 + xx 6597 5712. e oto A x x. 3.I2 . 3.14
- YY 6.00 6 72. - I '/.
oit A u 3.l A 3 16 .t-Y/ 4.31 4. 5"/
- cst A *L ZI.46 Z.I . 51 V - 2 'l .
oss A 4$ %%.1% 24.ol n.19 + YY 3 7Z 7 14 39i P oibc. M . O.14 O.54 l.o5 + 1 _EL _
- j. % f .1 % l.'16 - 4 '/, l Ot4 A WJ u ._ _ . 3I,46 w/A $1 57 e I os S C. M . . .. l I& I.42 +
C16 D WX !. . .. 1.63 <r 2.1I e O i RW- GIniac, tr/h f1W(C
, o/mA/ /cr viewelo d t
.mo no a.u a .o4., nos W fluise d) .tlais lNf=qfF- c^w "o ,AO anv sv mm cadiikao un = M -r3, /I4
. . . - . w . . - . . ..-.....:.....;,..:..
TA&M1 3 MppEL, 2. . L.aA p b A-r" SV r' f'o c-T As4c.44 ccAc,E.S O. N I
.f'Au- Moos.& V5- M5E'AP Ss.utou* A &
PATA P f.
- t..,
P ht,
.. c..,
v/ciiK.L.A P
-m d
- l. A S o nGc. x. x. 1. s l l. sl +-
- 080 0 wx I,40 1 44 +
087 A sr 3o.5y $i.14 Y oi6 A u 24.92, 16.15 +
- 084 6 M 4. I7 S.75 - I o '/*
ol1 F , gx - 4.10 J. 6 7 - le '/. , ) are c, *. 5 7.51 - 3.4'S - 2 '/.
- z. t. l. o9 f. 0 S +-
3.b4 oso a u 1. n Q z z. l.00 t. os +- .._ i otsc x./ I.*fo I.10 + . } cteo $.>L 2.00 1.$$ & \ 02ZA y
- l.l2 1,85 +-
t /. $ f.14 40 4l +- 015 A, f.K Z.?o2p 22 47 & YY '#.% 6 3.44- +- 02%& ZZ- I .5 I ' l.5 I O i 1 J i I i ) - - - . . 1 1 OkCLAf @ vneAmo , i grx.- y/24 /s e., @ #n/d Joe no c.r.t 0 - 04 o P^08 WgQL-OW i
# fW obs /se r/(1 e/ss ca'c ao o,4, nov av mn cuenso om M -It. II4
-~ 1---,,-y w - -- - - , -w,n,,-v -4 + - , , - e *$ - y- -, ,- -m e e Lw--,:-
.-,--,m,, -,,w,+r-, -v, e '--
~~ ^
4 TAece. 2. '. Mooe.L. G Loams di2 mP a q m -r s hu Mooet. n.. odes w sunon %6 6akes Men A we vo c >. u. c. o - o e o u v r e s.) teza D.] eer [u] reerDC ' nrx n F.uvu. oJce.un e A A p , I0.01 yt 0.66 9 4'l tilA + l , tx 0. 6l I7% + \ t z. 3 11 Er.9 9 + l 100 % X 0 "5 0 44 4- l
. loob X -
0 15 9.17 + l 100$ x O. & & 0 94 + l toors t o.84 0.65 .I % j 1007- g I.17 la1$ + l } ll. Sft y p- I0 65 .+ 1 l 25 61y 4.Z.4 _ _ _ _ . . _ . _. & .. _ , loo b Xx I. 4 ce la k h . +'
+
100') 11% l. fis *
- xx /G ib I/, .33 1 2z t, , & o lo .17 +
lore 'gg I,46 f. 61 _ _ . _ _
+
i 10ll XA t.2& f. 6 9 + 10t2 / o.56 0.50 0 1013 X* o.40 0. & fs ,[ + ' y I.t7 0. G r, h%f + Xi !*So 2.4/5 2,4 I . -
+ l zz. 4 o7 2,56 4.56 +-
+-
1014 4 0. 6 @ sil A . 0 66 EIIS X 0 5A* 0.4r 5
- Sil& X 0 62- 0.64 I017 X 1 0.6 Z G.b L. . . . . P l 0 70
- Ivid x.._. ! 0.G6 -
, lot 1 X*. . l.42- I. 7& +- SIl') X ,. 0 62 0,66 + CIZo Y
$. 66 0 4f +
SIZ I 4 0 40 0. col +- la i o +
/25 5 X /. 0f
- Ioth X 0.61 0,59 Y I.02. f. of F XX t .60 f. 91
- 2Z 4 I/ 4 4. ss +-
l . c/SAAF /g&F@ r1 i frE. sluisc C% 17>'VX. see no azz o .o 4-a em l b any Qtt. Mts 1% v4h th./PL. or om cascuso om p6eNQ Y cas.c no Af -, 5
?lid-51 _. -
, , .y . .
e s , . .6 4, - .. . -T '
..A. e . . - . . 35. '3.'
15 _( > , _ _ _ . __ _ . _ . _ 3, S; kodtI 5 I
'~'
Model 3 soniains e h onyin+n t f o
- sieo w',
46 phoWA in F~s g uti l0 on, y, 54 , . S.84. # M. . Yht. 69 /ypt , wisl1', N ss paid pf&cing, end dypic.r1 pf de l19 M S Art. idinhE**/ fo Most us,td hs hfr/A IL_l, (' J
- 3.$ b,e,d. 99p,oS5, Clrjs, Joadlns ys, beppod: type s., ays, and roadrajs, u t- idtatica/ fo Most u s e d o'n klods?/.
i N 5,0 & k/1 A I*)$1 $, 77)L. com.p12.fL mighe a1 S y $ fs m.- _ cf Massi 3 is migyed a scrfa]. . Mt. follow lng pa+hh1 inedti$ Att tAtr.
/ttafid
.. ; - .-. !. Hedt7 54 (snelp id in 2BF [14] ). , and Model 36 (da.rp sef lA ACf (IS ]) , Yht. fo7/ow;} Supp M, 1 '
.1 ses. co fres.d I., ed m o del , 1
?
l cdcesAt t'.Arp r oca rz od
. I 2rv- GInldt, t)fh ht1/fh m "o o tt o
- C fa **** '
& t.fk' sits //9 nO 2}alte.
om cnicano can lN 6=W QY k cucno ,. ,,SI nov av M-/5 4 I/4 .
)
"=A* '=
rw#<N+. J - e# gr A . e# ,.M'.- J % 43 N* g w s 4. l l l j Modsf P L fn llS d $vpp ort's . 'Ansigt s En (vpp o ch
. Mosci sa toot throy4 100 9 'o'o (Sh.Trafey&)
/01/ (f.anff is is r)
Ie t 2. (Sh. '?sf t yL) Modsi3e loo 6 Mrgh tot 7 tooS l'haliity'cr) , to c c. (ta M; 7v'cr) too7 (Sh Trepsys)
$npporf5 loo 6' And 100 9 Att Edif Ad' A h' palij62.d tir boHL parhki mods 7S. :
i-k (4adsl b vstift ts Ms. Asse,<ta y of x beiq dividtc/ s.t Ms nm.s t modst kassis.ru . pqpart h a fo* hettynisi t 14>ow. As, l swd in $te. . 2.ty S nyp o ets d dod-a p ela s's 1999 and loo 1 a.rt indspedcAf/p feal;f ad in boM modsts. 1 I. _ 1 l i
. . o k er n /s w uca n o,J r W sinI% cs/h th./M me no osso-ov e m Sh d 1.rr sns/st, IAtA 0 7/ d l cad "o 52- l jy M QkD l av .= mm cmcaso un M -/ 6 ,l4-l 1
. . -.. . . . , _ - - . . --.: ._ - -~ = - .:-- .:,=x.. _ - -I
, ,,7 --. , , ., _ -
J[b ', . . _i f #I
, [ . .G .., ' i l 4' . .. , ,,
.'.w'. * ,t.~ - 6' ~ .J[. ..
, I
.t l
- - - - . - e .
O I :) 4wHs fram boM sets af oarlap inadsJs es. & m G11 5 w p. NS. . h l s- , I f i i l e e me..-. y 9 O 1 o/64Mt nssone+n cd
.no no crse c -c+o Paon l
r @ $5/S9 Priv # n/PC [yig Qa- -o.1 F 4b caw no ,% mv av == cuecuso iun g.s //4 4 I~r +w + =8 , . I A ' ('c ea"' * -- Y "& ,
- g! S n' I" l % . - ,
.n- _
g ---a- a- a g i
# 4 %e ,,I .- L . A . A 4
9 0 .
- mm.wsM gy gIWSM g
l [CHIS:Nk -
.r e, . o
\s >
d E II O# d s e 9 p
/
O ! 3 (. . N-s y -
~ 5
~
S -
$4 t .
/
'e ,
k I**/
\ -
s O P4 54 l ac tllk
, ., _ , .7 .v , . r . . ., -
.a
... w. :.: ...: . 'r. '
.u. ~ .:.l
- Ll.L
- . . -l. .
' * ^ . . . . .'
T'Aeuli.11 : M ooEu, O Lo w ' AT Gur* N ET Ap.lc+t oc Aq E S [ Faw Mooe.&- 6
' ds.c M s.Ecfl o4 S o A, S FEF 057 asPCi+3 r4Fh5,]
oArn n- F~a.w a 0a.z- x A B A 1 o o t A, x 2.41 2 99 ta/A - / '/. '
~
z f .2.6 f.1.5 0
' y. x l.19 1 11 - / '/<
yy Ib.Ib [8.o1 0 z'z. 13.41 14 76 e ocsc 4 2. 4*l 2s Mr O z 3 14 5 91 .
- / _'/. *
$x. 5.56 ~554 - 0 yv fils 1. S O 1 z- *2*30 2,50 .O. u ..
con- 1 f.bl I.1% - 4-u .4i 1.11 e _ : 2 z. h. lo S 6.(p 9 f* y + O 002 F n z z-1.1-9 l<11 lo.64
- l. S t I.4I 6 46 4-t-
oobA V l. 4l I. % - 4. '/ . 19 2.67 1.64 ~
- I '/,
zz St. IG 41 25 - 4 '/. Oo4A yy 4 67 4,54 -_
- / '/,
zz- 19. 6 Z. be,66 + oosA- yy 3 15 $.13 -/% ' zh . 32.s so.71 - 5 v. co+ A y /,h I.z.1 - & y,
.yV ~ 3.2-7 7.%f - / '/,
2t.1 A1,tt- -' 46./0 - si. '/, co1c- in a.- -. 4 74 4 15
- o .
Oofp %1 _: . A.16 4.66 f 0066 Y I.60 I. 6% 1.64 + yy 3 66 1.S1 7.66 +-
- 51. (e 4. le3 fo&.08 46 14 +-
, O k2L At' Vf.AtA~r LA nod
/ ErL 112 s /8(, &*[V T/Eef% Joe no pz to - 04 o FAGE S*
C new RfY-- or Alstist, can
@k cHecuso 4/f&
oAn K oY lyku==Q.Ab C *'C "O M-/5 y ll'/
,. . ;. p, ..,......2
.s,s. .m- : , .r , . -y .. w,
- __ _.
;,, t. _ ,
8 e e ( 'J ' s . . . . %-.. ... e t. e e i 4 .
~
l O 4 6 < e. > - _. ._ _9 wo
- > <. . 1. - -- - - -
,cs.
i 4cour's) - se Ds) ser Da) reer 6 i.) nrm. Pr. h _ adsca r A
< A 3 ,
co9A 1 10I l.01 l lo + w 13.44- %.65 597o f fy I.46 12 46 L. o s & oso & n 4 69 NJA 6. I 6 + tz lab 1 t.1% & on00 xx. 'f. 94 lo.15 + t s. l . (ob P s.40 on A y la I6 1. l G + sg 4l.17 41. Sto +- Ol1C M 24b 5. M +'. ZL l.bl (. fo t- f 3.46 ol2D t.t 4 95 f 7L In 3f L le $ F O QI1A M 2 I,14 3Ia42 I, s o 54.n
+
t yf 7.52 s.34 e alb L X 'I.47 t,50 & vx I.06 (, o f +
, 12.- I . h 2. I. lo S & 1 Or45 y I,10 f.27 + l Ax 2/.30 13.o5
- ZL I,61 3.'27 ~
914F )I l19 Ist4 + Ju. . . . 21.2 3 11 44 11 . , .! I,68 , s.11 & Cl$W Jt,t -i : _ _ . I 2.6 i S.15 r
$$ \
2el$ ;;.. L4 & a 5.L& + c160 e f.So 21
- 2. ! 4 2.Lo + .
pl&C xx . S bl 6.11 + zz + to17 \.1s + 01bo M 5.40 1 G.7 s i t2. I <'14 I.s6 +- O het.Af itt2IftCAn aN l
/ KW- 5/2sles **h. JhVfl aoe no a zo o . o +o esoE A AfC 4114lh CM h d/1477, lN Q M "O
}& l/4 MV BY DATE CHECKED DATE NN" l M*th l
_ . , .x., .y. ,., , . . , , < m _ ., - ., ..
. ~. ...
,.y ,.
.... ..U.... .. ,-
- -- ;. a L t ;. . + *. - +.'J. k ..
n l ' & fAM bb. _^MppEl- 3 C o *c O S- AT +#Forer Araexeggss I ' _ _ . . _ . . i . (co ur ' o ) - e ear [.o] EEF h43 EU h[j purs W C= n oJarm w 6 A e - olT A A 78 76 #/A S t.e z.
- yy 4 75 54 +
Ol]C X l.06 t.06 0 XX. /,IS l.(f t it I.81 V I 62-4- -
~
Q I i i l
. u. 4 _
i L'
! .i
-T.
O ,
,,_,,,,_, l
/ 5% sinisc. & $13Ytl nano o u a-o./o enon d Ark. 44/69 (Mh 4'/WI% W%Q M cac no ,,67
, nav av nan cwecuso om l==Y M -/S //4 l l
= = .~ n- : , .
, .. - . <v. -
- -, =: c. . , . ~ .-
"a
_ . . 2_ t . .
-...o
..g. .:,
.]
- \
"t TA04 3 ; Mos>6L. 5 LoAOS Af du PS
' _ ._ _. [. w hwF voe d Co -o;m s w Arr a.)
5sF D'b") zer[js] teerGs] PATA Ff. h O J N A P' .A. A. S lool < . 0.67 AGO M/d + y 4.e7 4,83 - / '/< t o.sa, 0.96 + fx ZI. 68 27.06 + 22 IG.55 15,70 _.
- I'/.
t002- Lx 14.J Z,6 6 . t
- 12. 0.62. 0.0 % f E to 2. X I.47 /,9'2
- IC05 i le 17 /.32. - 4Y.
z- 094- 0 1.7.. . . . . . . . -.
+-
gg 2.60 260 02. I00 4 x 06F 0 12 +-. Kx /.1f o.So
/.96 - /'/'
O
.Q . IcoS is x p. 67
- p. So 0 95 .- - 5'A
>4- t.19 f.47 - /'/.
Ico& .>( t.52 f.f5 - 5./. Ax. I.16 lf4 y - l '/- Sco1 V 0.65 O.67 + 1006
- I:19 b14 . I.85 t
()L 2,24 },(h 5, j p t 100f K 0 17 0 97 I .oS + L 0 64 1.00 1,42. + 4/ l.66 4 83 2. 4+ + lo t o-- M/l . i 0.67 , dln I.I3 . t Sito X. l . /.%7 I.35
- Ivl/ X! .- / // . I . I 7.
- 5II2 X. i .. Q.6f I. o2. +
1015 ^ p.17 c.92 + 1
'{ l.& t f.fG &
2- 0.9S o.65 +. n 14 05 19.4'1 + z2 5.86 6.o0 f l
. Skea r keuricarroN I Wrx- sinies uilv Eft %t me no ozjo-o,}.o esoe
- .y $ AG- 4(1r180 lbfh Gfsv R ly Q cuc "o ,56
, = = un e e. un - M-e un 1 # e
& .% 'O* " b '
- b EQ '4V wd 6^ *P *
.,..a.. . .. ..- .~. . .
d TAOG6 5 : hfco6L b is ks>s W c us vs.
; lJ AM P l 0 C A t- CO -0 2 O rdME% )
. Wital ReF lik] per Ds]
w m er. nua. oisuuw s
. A 15
/0/4 g 4 73 M/A
- 12. G o +
zu Q. 9 9 -
+
0 7%_ h%
- S tr e x I. 'Z/
0.10 C. 8(o f fot5 Z
- tx I,36 . l. %
Ell 5 x l.02- Is 0 0 V le43
- sit 6, i 1.4-7 10/ 1 x 0 74,
- 0 75 y' /. 36 /. M- - I'/ -
g.x. 3.17 , . .- 5 0. 5- . . . . . - ZZ- S.&7 f. (* G 9.!
.a. -. - - - ,
-+ .. -,
(-----.... i -
/
O/Mk# V6;etfac,A-77oal
.O I frt- SI25 leg, '*]k. X/s s(9t. Joe no o z.: o -o ./-o M d
nev An' av 4f ts /dt, ma dh c cx oj mn d,/r # l %Q N "O M-f 3 or ile
- ,.. . . . . ,; ..,., s..n .. ., .
, . ~ ;.. ... .
i 1 14 Modti 4 . Model i e & n/ss 4 krq hre.na Aing a,Cy t nt
& hotofontal fee sectik , as shran in.
> y r,ves si on. p . & s, . 2.4 a n Ths- +t byp s, wsijkt , n+ss point sp*ely , and +ypical spen leng fAs ses
.. ids nh4/ fe %s s u s e a' IA M adsI / .
LO
- 6. 4 b, s, d Supports , l' taps , l oading s
$vppor-t fgpt.s , cirps , aird lands ogs ,
art IdsnHe*7 +o Moss used is M e dt7 l-3.4 e . Aselnsis,
, , ThL sm.p ?s ts analghka 1 syst w of i
- p. Modil 4 is ualpsd in tsf Oc.].
~?T.1 forHo.1 Pfodsis, die and 4e ars su lysd /n REF [tr] sad Mr [ta].
. , o/p et a p fcesrisario+t i enc. ,tssisi. en untgr a m og,o .o+a m d frx - stulay ./n outls. lN W Q6d7 Ab c^w n jo av er un cWcuo un a - f g, /14 j
l c -m . .:.
.;, , _l
. Y .. . ..
.w D -
~ ~
Mests / PtfniILd Svppo+/s 'A n* h sEs
- A h ' Svos o + h Modii4A teor, roo9 Mrq4. tore to
- L is A . reap spa)
//ob (Wl'iIt/s t)
' Iso 4 ( W tils/s t)
Modt1Na looo tkr& 1006 tot 1- (&sa tilits t) 1 01 % (/-. TeAff ys.-) Iol4 (f.en $1It vi r) Ioa6 (6h.rnpsys.)
- olle ( fiisvs.s)
. Iot7 ( @Sh Yr p y )
Mods ? 4 verafsss - Mt 'emy of +- mods! bely dividic/ o.f M t nearsst
. tra ns ettst. snppo+t to a fo ' fie . In Mis.
cast % besak- ToenHon 11, e4nsn 0 7eng ML h!Anck. 62 pm. s A f - AS Sh h- l in S ec, t.t , Mrst "an+1pe s a n zy s sppot h a.es rtf rittd eat.A. along
. braul/rnn dine Hm.
n~. 1 ov's e w veeirsenned a no ouo -s+s non d nav k'rt- 3/nle o -fn av mu cuauso 2/111 6. un W 6dYKQ O cuc "o At - /S d'
//4 I
,_ _ _ _ l
,.j,,7
~'
. . . r 'a*
l IO . wis pn saa un of ,any
-sas . n mas mu4 m p. 6W. .
l l N
.~ , O I
I I 9
.O -
-- -,.~, -
lyly qdAb 5?nl% 0% t/Offt && o MV fit-w am cWcuo /om - F c u creo M-/ 3 $g i
. J' % 4 #r I tt I a. . g mi .
O a e Q 4 I s ..
- n e q:1 vi::1710AT'ON 4 '
1 0 ett :: Neeo k e 1 : ::3. a ** * -8 4e u cAtc/ stem.M 'S A d , 3 n: trir I cATL J/n/g -o. g C N A lLATEfJ/D M eO d o 40m=
, m oO.a O N o
I 4 ,t 4 W 4 D. s % 0 %
" 4 s
- 4
- o' g s' e
; o ,
. 9 >
a % d 0 W 9 O.' .% O
, , . n of I14
3'
., . a , . .-
i
'IA@LE. 4
- MOpG 4 L.OA.D S A.T' SvPPcc T Ae3 NGCAe EG (c og r ' c> ) -
CW 06) isf {l9] Ctif (lt)
'9ATA n. F A LL. ad se_' < A.P A A 6 con A y l,16 l.46 (.t6 +-
2z As.it $ h*)% Go.4b Y oot e.- Yw l.9% A/A 1 II +
; z.z (.t7 <
l.7% + oozo yx t.s s 2.5 G + l 2s. i.16 f.66 ~
+
oosA y . l.17 .l. 6% f-yy I.ob l.14 & zz 46 16 94.9G + co4A 72. So.78 41.7.5 +- . _ _ . oo9 E. x x. l.97 l. 6O +1 z z. t. 48 l.37 - G V, coSP u l.s t (. 6 0 + h z z- I.47 f.16 - G '/- U con Y 1.v2 . . I . 9+ + yy 47s 6.17 + zz. 47 19 47 89 + oos e. n I.gs 1. o l +
+
tz. l.16 (.3t co76 4x 1 lS __ I . *A- + l st I .7b I.34 + l co7r u 1. t G l.39 + l 2.z i.17 1 93 + 4.46
- oo8A yY 4 72 St - 14 5o ... 14.t2 +
ooS c., gg . . . i bit . 3I.. 1. t /., . f-act A % L _. _ l . o4 1.02 N/A -
- 2. '/ -
g L .. t6.20 + 11 46 ff! 6.68/ 164
/s.78 l.G(
2'/' 2'/-
.. ooic. e -
- r. (.02 l. 0l -
l '{- g4 113 1 12. - I ' /r zz. l.74- 1 7 2.-. V I ' /. 04 nap 4rericwoN Q i tw- stzsin v1L. WW97 m no o:<a-o+o w nev ATV-av 51%/s%. &4k 4/07Z oca cwecuso cars lNf==f. am> c"c "o Ad-Ip
?lld
~,w , , -
,,,,.-,w.m ,e.. y ,yr+.
1 l 4 nus4: How A was kr sveron,- Meucen Q _
&m 5 )
w D ca3 cer Ci11 w C s] pm wr. N.w o4.se a e A A 1!b os oc. n 4.00 A ,4*7 H/A + l z Z. 1.Fo IG(c + oio o u 4.16 4 97 + tz. l.46 1. /s4 + , oilc . 4 A 17 4 22 t j zz t.64 1sts '
. +
osso a 4,9 o - G. s g. - .-+- It I 6fiI T.( O . + oitA y 1 07 1.25 + xx 36.46 44 1.1 . _ __ _ h yy' l."66 f.9I -a% _. pasG p A.bb I4,I6 ,
+
atsF u 4.99 I4: 19 + _ y + O oi4 A a 1.10 43.16 [ .1.*) 47.os
+
1 l yy I.% t i t4- - i /. , osc w 6.m 2 3. c,2. + l
% Z- 1.60 2. 4 o &
0:5o x.4 6 09 24, I t, +-
%&- { 64 2.b] +-
oir, A 84 27 00 30 77 e yy 1.44 1. % -
- 2 '/- -
oi7c a 3.9 Z 4.oS +
%2 . l.64 f. 6 8 +
0'1p .u - 4% . ' 4, St.e + ts i _. t94 2. o 8 -
+
Ol6C . M i. 3 92. 19& & zz; 1. W l.82 e a:Sp wr 3 9a 376 - S V. 1 2- 1 G'I 1. $ ( Y +
- A
/ Mrt - sits 184 (Afk fft*M a no ozic -ok enon !
6 Erit - 31%lAr, (ML UL% ly qY catc no ,f* 6 my av DAtt cHecuso pais c== g-(3 ll4
c I d TAeLe. 4 - Mopet. 4 m c> s- Ar SvPP'orer A cw cm,ae,c% N w vte w A. vs oJe w Psce.rt ws A,a i esF Dc-] rcv Dn] serCiel wA pr . h ohe .A A S olyd. it < 9.77 9.A1 N/A + z z. 2.m 1.ca 4 +- oi9 o v( 6.4l 9.55 e 2.7- 7.47 f. G l e ozoA 2 1.04 l.oZ - 2. V, Ar 34.30 36;76 + yy 7.17 7 05
- ZV, ozac. 2 1 G4 Ii G 2. -
2 '/.
- 7. . 1 04 (, o2 - 7.'/,
4 1. G S l. G '% __ _ _ O t __ ZZ- ZsGl 2. 4 I Y 0.:
~
~
O - C /rh., P' /CW 88iMa
/ M4- 9/t3/84 @ I/7'/7C JOS980 o W o -0 /.o PAGE G
nev Aft-av Sits 19s oara c0 cHecuto 4f%QL cars K O lyk-QeY M* M - 13 op lid
~ ~
-...l'
<0 fi ets. 4 - Hops 4. 4 LoAos e c u rs
~
6 A cu r cocw c.o - o e.on h res.) esF Cl4] cu CI1] ese G6] oArn wr. hc oJaz.t 4.e A A 6 Iooi < l.14- I.40 133 + M 0&S 2.42 174 + Glot X l.48 N /A 1.55 + t005 /. 1 14 1.47 + y.x 0.Sf- 092 + t oo4 g 0. S t -
- l. t g +
F* o.7G . Q ]& - I'/o loos M . 2.oS 2.tG +- - _ zt. o.99 014 + s.t os g.
'o.9 I _ l.. o4 _ _4 _ . _ _
to o r., t ISL i. t3 & Y lfG l.19 +- n 1.Gs e.97 + n U too7 zz. ge s.7z. s. s*/ 2 47
+
+-
17/ . 0.60 & tz 0. 9% 5107 /- O.74 O.98 t- ! too s y' o.99 1. os + u 7 19 6.94 +- t 2- 5.zG ,f $,46 +
\00 9 x 072 0 75 N(A +
y t.o7 2 o'> . .
- 2 '/.
Ax 1,o7 1 65 - ti . G '/- it 0 4 16 6 96 sito 4_3 ~ I, SS 1 43 + ati t X; m 1.06 l.15 + tat A . . . . l.83 1.19 + x-4j. Q.44 l.7% + ' (oit z.z.- o.So 0.99
+
g.i15 x 0 74 0 14 O tot 4 i htG li16 e o.69 l.36 + u 0.*j I z.s */ M +- O / er r/zs/se, r/l~ #s.At o *<e < <> - u
=o o uo- o Jo ace DE- b les cuc re mv av ==
v1k c.*cxso d(Q(%. un lyfqfF mfg of7 sia.
- - - , . 2.- ..,.--
" ~ ' ~ ~
. A , : .e _ _ _ . . . . .' T.~
e
<0 fans. 4 : htomet,. 4 t,.oAos A.c 4.LI F's O
- . 1._ -. bu. cue uo' cut c.o - a zar d kres.)
~
esvDca] eer D-G e w 6s] PATA FT. Mt 4 oJs:E.c A P d
,' A e s.its x 1. (4 1.19 N/A +
+
tous t 0 77 0.62-u 0.bi 0.06 + stiv % l.14 1.14
~
O sit B g 1 04 (.05 - I V,
- s. i 9 x 1. G 6 f.7% + ,
4
+ '
to't o . 0 41 0. % - y 2 01 2.04 - 2 Vo
- g. <. 4 31 4 5)> +
- 1 t- 7 & 'b 1. & O Y.. D . . _ . !
l l
, . i tO -
i l l pr -
. t __ . _.
p..
. Gkcci.At N.eartcxn o i grL slutes ctv 113./9t .a ua o.u o . o q enaE e Art'- M w l66 v% 6/t/97.- lykNpKg b Caw "o @
REV BY DATE CHECKED DATE M-l% ,4
//
% **'*- ' . e
~. . . .. . ... . . . ..~ =. .. .
7 Q . -- .
~
- M Mads-1 6 Modst S is a cabis try rwn wlM a. nrh ea.1
~
resst ssgnest,+, as 3Aswa :n nqvls it on p. 72., M a,b> sd fr*n . Swpro+4s, a.}s , l.aa.d;qs. u h?1 Gria bb SaML As esW oE Vlads 7 2, hownsr ad cl.) prophss M ban revdsd to Ms. mas +- rec ed __ M Medo79 taze [35]) . 0 ' no, w . .,, -u .. ~ ,. u , n c. hstA Modi??LJ a> main -dirce,Ho nA 7
.%fprfs . TKsss- an idssnesi fo N(s.
bratsd casf1hyst s.kos an p. 28 w Wt Ms bruly trouss+ n.mond'. l . .- - The ft1*w;'g wrif ud stif16usss s , haa- besn ussd +o s,ia,oriq Ma swo+ ss an "wlyWs -as zy
- anyo++.
okse t 4,orkewo d Joe No o 2.< 0 s */s, PAGE cucno \-
=
/ Ert-rinisc Gotta Hn/N
' am ly Q Y m-is of'O n l j
l t 7
^ ' ~ ^
]
. < < .~ e :_ . : . .. . ,i . , , s 1
D U . l l WilpM ** Nl * [$o6 fr-){IS.'l6 lb / f,*) * $4l 0 lb. l 1( SH&sn: - 1 l
, Le =
- l gy,, , ., y = 5'*/;. s - 'sts t s sw )Ds.n9 / (,,, , , ,,,7 4,q jfyg = IEZ/g ) s E U fE'* U ( 0 f) jj $g,) s a j g , g , ,gj,4 3.Ge Anal,f st s Yht. m W2 sy b of Model 5 t's asa tyg in tsF {J8). farflal noodsls TA An.d 69 art analyyid in scr [11] had AEF [3a].
ModtI uttailed S.spports %,1ysis - Os 1,7 " Sq,om Midst en foot M r q 4 tois- iets (ca anlitte) tot 4 ( " ~) tots ( %. hpeys)
. Modt1 59 lett Mr IoJ b foo$ (Mai-dirse/fout >
. t oo f ( -"
-f
, t oto (-u -)
Modst 6 Mt acwe A. vstifss of . modsJ bro k W ne a r
- x. ret hie f g 7/>
- W. $sppar-ts lost And tatt a rt lad'epsadtn gra7;,4t/ in 6.et n a tis.
o k A t.A f /EttFIf M o d a no ozio-o.Jo em
/ 4/r-. 5/s>/si, 0% f/n/76 cau:no ,7o WK=Q=4b Y nov av om cuecuso / mn M-is //4 a s- o , e e ~ -y,a 4_
-- , + - ,
~ ..
z: <s.
- e. ; c.
x
- J:: . .
o .x-
;+ 'n' a, s
-W l
4 _-._h S-{ $ ss a lf s Asw.Hs from. boM ssts of ontla.,e ssasty s t G Ar&- frtMaft.d in . hinit. G en p.75. e 9 Y
. . . - - 8 O P l
--m.~.~~ . m o
e a 6 4 Joe no oz.:o c4o PW I Rev C14 f/ss/% av Vy?, k/rf5L pQQAh M No op TI OATE CHECKED DATE N"" N-/5 0
. e ~ -- , ey.n ~~/ r . - . - - -
.:= .
,y- -
P-
- 2 ' . 6 i
- g nj k *
#.. . . e% . ; s w a* '
-n .
,y % $-, . _s.., se m .w g ,
i l i o b
, 4 Cg dA g O de i hS g-A w h &
g n r g g -- 4
- E d ,
e \ g . ci o 8 s-a { d e r ans .g
+
' G
+0
- t-Y f
, 4lb
. O w
. ~
s.-
~6 O T*
e- cOt.@% k
~
\\ \\\
- O. ,
Os
% O*.-
Oe , s
#o l
o
/
O t 74 1L oc iia-
2 , , , , ' '
.....c ,w .a.? . s . :...b: .O;, . c: .-s ' s.L.: . ll . . .
,. , . a I
'. % .7. ; '
. ...J
._)
. - - . . - - . . - - _ . . . . _ _ _ . _ . . . . _ . \
_. i.__._._ ' O.-> '"---"'"-'2'...>^'.'"" . - . . -. . . [IM . CL.4 P L dc A t. C o - O st a teJ A, 6 6, i t I
~ ~"
areF Cad 3 ser (29.7 succ34.I
; PAT A SPr. . Fuw ..
- Wsus4-A** . A
, A _ &_ _- . _ _
6iI5 % 0ille. .. .. . ,fh. . . . . Q.~lf .. . N*
- f. li f.;e # O,17 O Q.'Y[ .
t oI*f v t- f.II. . I. l b + ' SJL"Z.%._ d.87 O_._8 9 _ _ .] _ __ _ . tos 6 x. 0 4*f I.co + - 1 l.00 . ._. .. l. l *& + .
- n. 5 18 . Anl5. +-
. 32 41A .' . 9.IG . f i .. . . . . .
GIL4 L. 0*14 . 0 kP . .& .
* ^ . . . _
Cl1o X . lel% . . t . 07 '
- 1 Vo ..
6.stal 4 0.fl- 0 90 -1'/. .
} 101 1 L t. .. taff l1% &
51% 2 r f.ll 1,17 + t0%b. Y. . . _Q.b .
. _ . _ . Q.1.0 & .
Y l . *) 0 l.1.f -l */*
' it I 10 l. 8 to +
22 f,2I Y 71.] &
, l 1
r QWLtAP NLtFu CAW 10 *O Joe NO g li g - o4e NE nov I f.W-sv 61$1/6to urs (*]k cwcaso / m re - f/WPL QKQS La==== D CALC NO M- 8 5 oq O 1/4
..,o . - .
. .;. . y -~.
. , - ~ +, '
- + , , 's, - lW -.
, j (. ^ ' ' -
..f..*..
^'
f, .n.,
;4' , , s
. . . . . u_. . . . . . . . .u.., ,
.)
i A.--- . . - - - ..~. . . ~. .. TApa 6 :
,. m M ooeR. 6 2 t.oAo f. Af. (. LIPS . . _ . . . --_.
i _ .. d 4 ct.se t-acAv Co-oso,mr1E.5) i
. _ _l ..
9 stPf3o3
~ " . . . . - .seaF (36 3 ser [27.7 PA1'A .Pr. b4w 00 aus4-A P' A
,l ._ A _ I!> _.-. .
~ '
iooly odo. O.69 N/A - t s/ , -
. . 4. . . odof 0.06 t 32 5,.99 5 44 . -4'/*
. toat n 0.92 o. *) t - Ofa siot.e. l.09. l. 2- .
+ . .
took n . o.1f 0.8o +
. ziob x oJS 1. co +
+
st ok t. o.74 0 81 Lo*6 U 0.91- L OS . .. . -- : + - 0 69
~
stot x D.64 + ... __ El os 5.. . . 0.52 0.9W + . t001 y 070 0 0.9 . ,
-I'/. .
- *- ( 6 15, f,4).. p
---. Zk .L'l0.. .. .Lke- Z'lo tood 1 0.14 a 76 - 4 '/ .
u t t.44- l Ii .10 - T /- 23 4,10 0 4.09 - W. Ioci Y 0 'l6 01'1 - l '/ - u a a. os 4,. . 4. 68 . - I '/ . 2 A.17 3
, 4,o7 -- 7 '/ .
~
~
s ot o y . 0. 6 2.. o. 6 o -
- Tl.
- u. 4 16 t.o. oa +
+ -
zz. 4 69 4 2G _1( .__ '5'/- . LQ1L _4.. _ Q 1 t_.. _014._. o. &l - l ' /. -
$x i1 60 'f. 4 & 642. +-
22 7 11 4.oa 3.12. e l o st # . . O.'1(r. 'I77 0.11 +'
$ lit t 0. f,r1 0 4 *?' O.by Y l2l% M.- 0A h - ..Ml A
. N6Y._. . -
clit x. 0.94- 0.97 e t oilf- x ' i 19% (. u a *. g(14 X .[ l. 8 ' 'T _ .t . !! L' +: .
. .j w. . . . f...
- I ,
oks w ktsFne w e d JOS NO Q"Z.t 0 -O 4o PAGE
$ $f5-- fl14/04 Yh /h M NO nov av oan cwecxso oars anomo.i F4 - 13, s/4
,u
. , . . . , . .,m y, ,.n.
.;; ,.r; - ; , q. _ .
e 2..i:.4 . . + . . . , . ....
.. ~-u. . <.
.)
.)
i i I
.) TA664 6 * . ! Ko#G .6 ._! t,aAos . . Af $ _.DVP9'OEf". A u G 08A45.4 ._.. _ .
u_. ..__._. . . _ _ . . i Fa& _M osh M ._8484,AF_.Wer18N G.. ._ _-._...____ i i ' t
! i !
.._.._.i._. ,
"~~
env C263 suisu ner C sol
~ ~ ~ ' 'l PATA PT- h . ._ . . . oJ ss&-A P' _ __ . _. & . ...
A S , I - Ot6D ar. sr L.74: _ 4/A . _ . ._ . l . 9.l . .. d. .. . l
- s. 'J 7- .l. %9_ . _ .. .l.N6. .. _ . . E , l oibc d 1.69 1. 86 . . . . .ti .' '
.t z- I.40 1.44 +i atk > M L %~{. .
. .. _ .1 b O. . .. . : .. tu . _
' ~
- 32. l.40 .. . ._ . l. 41 . . . . ..
Ei oli A u 37.10 37 61. . *I YY 7.f 4. 2 10. . P. . . . o s 6 A_ .y . t . 0 5.__. l. hta & - 4x. 5 6 W... .._
. _ . _ _.3'f $8 . : k . ..
ff. 3.67. . . _ .
.. _ ..__. 4 4 0.__._. ._ ;.. .._ . . _ _ _ ..
J orec n. l.54 .. . .l . b 0 . h 72-M _ __1 I *
- 1. i7 l.% . . Y'
+
, OI 7 A- - . _ .._. Uj.__ ._ .p ... _ _ . .. _-_ __.. _ ..
z1 I.o1 I . s I. .t. a 1) u 3.iG 3.'2 '5 & . 2% l.10 . 1.~56 _ . . . t G10 6 4 4.74- _ 4dde. + z . - 2% . . . l.AN. ..__ .
. . . . b_A4- __.O .. . . . . - . . . . . . _
030 D tt 4 04 + k .cf 25 ' ( .44- l' la46 &' 02fc 4 7 14- 2.34 , .. +. 22 .l.31 147 P' 0110. 4 __ _ . 747 =___ '1.44 +-- z.z. : 1 35 _ t. 44 +: c2th y '.I.f4. I.21 F M. ^ AC.& 4%.$'{ Y y[ $.0% 3.3.I- E l 013A.4/ . . . _'2h. 6 k __ . _ ___ __.. _ '14u7 8 ...
+2 . . _ . ,. _ _ . . _ ._ _ _ . _ . .
W 5 12 3 18 9 o$bl. sl I. o & l . P,6 -L*/ . _ 4 . l.10 .. . Ll7 +' I _ .
- Z2- i le 70 . . . . _ . l . 8 0. . + .i .
I s e/GTtLA 9 $l8 Fs ' hTl 0 N l m no azio-:4-, non a nov i trL-av sississ. pra vfl Wy M cuecuso ' pra yL-QD W Ab cu "o Y 'S
]5 t/4
,, , I.3 ') '
'8 * ' ' "
,P. ' . - ~ ^ - -
. , . v , ;n. .
- >:, w. . -:
.:.)
__.. . _t _ _ _ _ . _ _ . _ . . . . . ..._.. _ . . ._ T'Aos s J : . Hoch 6 . ut,.aAo s Av. surFost' A uc6e osAg;g-'> .
.f.\ t h.
._..~
_...j. . ._. 1. . l 50 i m F e4. .M osh M- odsst AF. 'mes.p
- N G- _ ,._. . ..
.- . t I
,.,g. .
~ - - gar (143 ser (s1.7 ser CJeJ PA1'A Pr. h ._ oJaus4-A 7 A i -
' A & __ .
0 0t A ** _. . ! !S to.f .. . 1/a.37. _.. _ _.Nl A .. t . yy. .'.3.99 . . 5.o5 .' -l'/. 002A y , l. I 5 . . .. t ,.15 +- gr .44.88 A l. 02- +-
' ~~ ~ ~~'
. . . . ..y y_ j _ l$11._.. _. 127 7 .
-('/< .
001A y I I . Qk ..1n 0.b. +~ t . nt . . %M ...n .1b f
. .yy._.;.r h t,'4 6 . .
+
aan.s.L. u .1/.- I:% _ +- _ _ _ _ _ _ . _ .. 00+F $5. !_ l.10_ _ l.'J lo . . . ;. & . .
,[._ _.
009 A .tg . . - }a.$9 37 44 +- _ YY I.TA. .I 16 . P _ . . . . . . oceA fx \9. ir4 .20 bab +
.d odM /f._._
vy 19.4 A. __.L9.1 2. __
/s.10
(,. f t.
. _ .. l '/t_. .__ _ .
+
096A xx i6. % is.% - F/, j t/ 7, e 'l. b7 t 00%. nt ;so.% 1*.i4 - T/.
. . .. y.y. . .. _43 *. 6 90 -3.']u. _ . , .._ . _ _ _ _ _ . _ _
OloA g 2r.75 . 21. M .i .. - %'/s y)/ 10.9 3 . 11. 9 3 7 +- vil A XX 7106. 1%.t6 I A.of , . + yV. 7. i t- t 0.5 (, 43 +- allA_ *.4. ' 75"7"T 17.391 1.t,. 61 * .
'ff ; .%lZ .h $1'l 1.55- +
oisA sa i . tSM. . J/A i t. l+ + VV __ 1.92 7.64 + ol4 A y , ' l f 4, , . , . l, {$ 4 i' . .- M C"> .
. . .- . AL.65-_ _. . t_._ . ._ . . . . . . . .. . . _ .
yy 2.49 1.91 e GIS/., xt ,S.07 2.3d) +
'l t- . ! l . %&- )f (.I%8) f' ' .
- i ,
6 ._ . i oJg3Ea A r / ara'l.s Ks c. Al"? o aos seo eze o -o de PAGE nav
/ 1.7X av (ISsLi-mia 0*fk F/ho/F(,'
cwcuso ' mru g kco-owo.DQQ M cateno Pt - 8 %
,,7(a
/ //./-
. ..v- ,,--,7.,.-
i _ m m.... - . . . , . , d O .
<0 p.c Modzi &
, Mods! fo istifN s % . u.s c y lunpsEl weigMs And shfasssis +o s>vW2 fr respo n G L . Mods 7 4 h ,
. soaaio , uns .,-c ,is.1 nys . rite i., ny , .
yed fa ' M s. o M e r N o ad a s;3 1g,. coawon Msven,s svppo++ (or sois). Yht.- modt1 i> shown in Foques la n p. e I, .
- 3. 6 a-. fig Tht tr Vgpt, Wsig h t, inass p/. spee;< ,
and typses/ span 1eyMs a rt ldsn hea 7 to %s ussd in yde r t.
- 3. 6 k c, d. SvpporN , Clij s, Iaadi s 6vpporis bypsS att idtahio/ to
...- _- //jedtl I tuspf M sf*qtd .cypor-d6 , ~ ~l_~ ' srt. pga.ftd Adding firs af i to' "
ytehial spee 24 +o M t. &ntey - pppor ts, . d1.y s aJ 1**. dig S s rt.- ido n+>ek 7 do ilods1/. U l
;O . okt.s A P tcaa voea nosV I pry $lsd60 C+/V ff>yn a no oz.,o .o + o enae -
4 Arg - J/17/ss c'l h 4/fc/V6 [y Q cac ao ,77 nav av mu cwecuso mia a=~ru- M-/3, //4 j ~ n ,. ;, , . r ,. . , , . .
~
..~ '~~ ... a m ' ..:. . .".
^
- ::. . . . -- '1 . , b~~" . .
--s
- 3. /, e s4st47yss s Tht f*11* wig inodsis a.rc e.ns 19t.d ;
Mohs! 6 (fC 11 syftm. nsodt?), ud Modtis S A ad de (per hal casodsi s) - Mads? 6A- . fowtr fnfo b lA dhnJt n it./ asts A ?&tp2d Wt} U fo piin.v10.5% fa&
- for M t. fop t y rf a P. 5 o t$ .. h{cdLf bb tt?stsss Mt proezhnes , #st9 a. l
/tInfEd WtsjAf At Pol .Joth n 4__ $o FS .
, o
, ?9t Sto- 2. ?, Ms. lmptd wegh' 0
/AItula. U Ass w s; } A-ho6v'fa Py 9,on n tfual fo d tt-ha 7f ppas. _ . /, go.s/t i
gayls{ AdjatfAf Supp o t l , ' sinc t yds. banjfr is A.
/7mns*'5rs t _.Svffd Guf PMa:.- hid- Tribdasy ley M.U+) Wesgt.t (/ ) . ,
Barroy - lof b__ _, fo.0 8 9G16/ft . . 51(o, i 1 -. 201 b Miopt.5 5.5 d!? - " ~ 5 %S . l
~ ~ ~ ~
, the pois 1,9 g u - 7t o . l
)
l p/Mr freirockno/ i RrL- SIssist, WL . l?'id me no oss o - o h *not
$ Arx. - 1424In ,.N) 1/n}8, pKQ=Y S cascno ,78 e nav av oan cwdikso can M -/sp //4
;p' '
% ~/- e .*
r _
~...a. .
. . ~..x. . .. . . . . , ,
., ., -~~y s
O .-
~ ~ '
rst .Sze. 2.2,, Hz. {ortow;g sh'{ntsses, { ut ussd do asiaA Ms 7msd wticht to h4s fry : J= "# (er) stwrt : fyy 2.2e la #
- t.
- f y I.s 7 sa 4 :
For Vanheal Dirscflon : \ l
@ lo/k - )= ll. 6 7 K!!itM ;
$ $c1% : A **IG.41 KIP lt M '
] g boob : A = 4.0 4 $tP lah! _ 4 fee' YtAnsu'tr$L D irt s H o it : 8 Ioss : A = i r.1e icariani .
$ tots : As 22.96 withd .
g 3o15 s J: 6 65 gir/ra.
.Sinet t!ht gaytd hagte ;s, aat a 1 ;hdia.7 hppa + , ton g,* h<dinal s-proe/s are pravs'did b grit As) escill6r lrtfve f l4 Hp.
fer See.. 2.2 :) = 40 ' )# Whsrs l= $ H'y . i s . .. $ /Gib i =- ll* $ $ $4Pf/A/ . L @ tot > 4 = 10.S7 P!hH I- 8 3o16 : ) = I4,4% p:v%M. I O f STL- fl21/86 6*/lo if3 *M 0\fget AP' Vsstrucknemf Joomo czto pet , PAGE L d 4/L- 9/4/d0 0*lh 4/4/M QQ catc no g9
= = == c 7' q.e> v4-l
-r - .. _-_-. -
, ,..m. ;;;- : .,,
O -
~
Qirsc h ohs 1 weigk/s art assd so M
. /sortyoAfa.1 hirsc h k w G ts def Appisid ditgetfg at Mg fr pad &
And rt+hcx/ w sej kt% artt- apple it cl nt 1%t teeinflic n edt KSid to modt 7 FV(L phtsr ten k r &ccin.hsily [ptr Ecr [i]) , l Modt'7 bA ti sk ws in nn-<s to,e.81- D sad Pfodt? Ab in F4yes IF,p._$5, 54( /tsv/ts Skit 4, p. 6+ , compo ru r s calfs . Anche+gt 7 ands ars mp a es cf f *ff lecCStd l.0 lisp or- 1. o 1,9 M tP in ths fari model ans tysis, c lap
. rsackons, at eenQsesd if fay
_. Excesd o.so por or o.so ta . ws* ln 61t- fv11 rseds1 sss Zy se's, . I 1 O I & <pl% v1L kivYR s/ czar we< +<c s-n ed 4h a no a1.ac - o f o "non d teS- WM/r> A Mals [ y 6g QdF cau ao ,Bo aav sv oare 5(exco ut: 4 4 f 3, jf4
. .. ... =...-. .
2
,,.-1 .
-. .e....
I O
/
d 4 id b l 80
~
h C20:2!! V2.700AT'ON cu=., ra c* h g
!:: .::. e 1.s 0 - 0 +o a
Cl. 0 .'2:3 ?;3. M-t8 s&# 2 : xm ,,,,1y n-
== m m.a: .. N .
+-. 1 e "
I
.x 5 *.
i t%= " l L*~
%.b.
"g .
i m
. 4 0 Y
s.s 4D
%5 e.t.
~.-
i i il O . o 5: II4
_ , , ,. , . ,m -- := - -
\
. ... . . s.. , .> .- . . ... . . -
\
4 r. 1 4 !
,5 ,
i
., 5 l T ' "I C.T?ir.M;c_ .'.l .1I 0 g r -- - ~ru= _g_ __
7 g g
.,' 41.s o.o&o g a
r C .. l0. M-o s Lav 9 0 UY M
* /JE: D/s,/Ag C
QCa % GrE:@f5 ( N= . s O
. ==
'I g
, g ,
4 N ..?.. t , & T, o
, t-A. -
'o t
O_o %_ v . A 6 d O e
+
4
-o O
- T
~%
O
#q . 8 7.
oc II4
,a. . . . . , . . .
)
4 4 I E < 4
.C.C . M S.r.:~;r U;0N $
CL;E;.i Ta&Ce $ jc5 :2. 08 t d-0 4a LC C*10/."!.*7.N*f1 M * @ Qt: k * ; *E: s/or/c e. El Ml WM Vd/15 4-D
. t
?1 A
O
- t, s
4
-s
=
th h
-o A %
4 o O e
. Pq , B '6 01=
llh
L..
" ~ ~ ~ ~ ~
z u .- , ., - .~~
. IASL E d' . O sp5&. 0 ( o A Ofs. A1' 5.u pecaef- Atacuo He S, Ph P(ose ss n oJE E L A P G E4m Od S. A, Ph car D9] rer [to] eer (zG vara rr. h oveza r A 109 A Ax .
14 73 44.94 MlA - l '/. yy 4 04 4.57 e l a i c. s z. 1 11 -1.10 e 0:05 y I. i 6 li t 8 o
+x b.&o 4.oS +'
st l y4- 7 09 + Oio F Y I.81. l.16 .
- l '/ . '
l 9.kb
- l
$ A. 9 0G +:
zz. 1.ao
- 11s .
On6 y 1. o t. 1.04 + .. St M. G3i S&.7) F _. Glif 1 1.ol 1. 01> +. l At 3&.37 3G.46 & alt E- f I.48 l.44 + j
$1 b&. So $&.10 &
, ~ 0\$f q I.91 I . eth + tt $fs l1 %C.11 'j f OIQ } l. ~7 4 f.16 l o.e.
\. 6 l e.o+
+-
+
u 1.u 2.t 1. *> 6 171 2. > $ + O l *> H y I.19 I ~11 l.6L 4-a lo. ase ll.ns . e.o9 +
.zt t.5 3 14s 5.s o e II4 A y l.17 1.41 ulA +
M . 4616 50.45 + J vy . 3.41 . 4.t 6 + l XC lie c l.14- i.90 4-zaki _ l.81 (. 99 + 9 iH. y... l .ss I.1G r
** 1 00 4:oto r 7L l.Si 111 e otf F j t.16 li t7 +
$ t. 4.1o 5.1t.I. +
st li G o I yo lf + 0 -- - - . ~- 3 n . . .a . -
< nu-
=
m tra
==
wu ma-von
== IN tU PELL'h *-n.*,3 ***
fra l
+ -
.a . , .
a - 424: Mapes G coAos Ar sseroer Aumaeu.,ss O ~~
. . ~ l .r a go eu s . M e sac.noas s, rs, gg. ...ga e a ww<
eerCs9] ese [2e] ece [zs] 7AT'A FT- P R L.4 cm)cre.Af* 4 MGA u l&. (a l l6.9 6 N/A
- yy 7. 2.i 1. G7 . e sotA u 26.% 4 16.ll +
yy 4.69 4 11 r tos c n 106 l.04 + tt l.14 Is bo 4-114 A yg - 1'o9 filo . t - u . S t . ta*> 5'z. 0G V 21(o A yA %0 5t 20.bo - l'{. yy 44o 4.92 e 2 tf. c A l.0% l.06 . .tx
- 27. [. 99 1 16 O_
3o9 A xx 15.o 9 tJ/A l117. - 2 './. yy 5.s: s.e7 + . So1C II. . f.tB l.14
- O. - 3io A Sit A xx 34 7'/ 37.H +
y (.9o 19a o 4 44.29 4 G .il, o yy I . o i- 1.09 + 317. A 9 f . "/> l. 5% C
& 95.40 59.17 o 3l4 A u 76 68 2G 98 + l
'fy 4.M 5.of e 314 6 12 M1 '[ 1 18 +
-w++em e e-. O u
\
CWU l wet 9tL & O N
% Joe No o%s o . o o,L o PAGE
- 6 arv
&av Jl%I8c oars
'4b S/4ff cHecuso om WNQO ic==D caw "o M '- s *,
o,6 5 II4-
- ' y, ~
- , t.. ,. r. . =- ~ - . ~ a ' ,
TP@L6 (o : M a PEL. G I, O AD9 A1 m rg [t4 m P' 8,oc A6 ( a . asc>e a A.r y, *2 ) Cf.F (19] CE18 ('28) SP(18]
'PA1'A FT'. 15m Od5c L n. P' A too9 w: 093 0. 0 % N/A -
2*/. J
;,, y 1 00 1 12 + l u 6. 0 & 4.00 + l 2 z- A .i b 4. t*s +
Iof a v.x 1. o f I. OG + ; f, llo X l ll (.1 % + ' lost xx lit 1 1 10 '
+ ,
. l.04 Elli i 011 - + .
toit w e. 1. t 4 l . %%. .
+
6tl2- g. 0 9 t,o l.ol f 1019 8.4 \. o S lit t V t ..._
'- +
s:15 x. o. j t, 1.04 c.85 io 4 8 116 1 91 el/ A
- 4 0 6G 019 &
O n z3
- s. u z.
- 3. I4 6 .t o S.4'6
+
+
+-
Elle x o.17 1. o t ro(G y O.re s 014 e
- u. o.ss I. o S +
L2- 2.s1 1.to o + 200 4 X o.o7 04( t 4 . l.16 1 11 + M 4.66 9 6f + 1.t 5.01 S.99 Y 1o10 4X 150 f 60 + 6%to X __ .. li t (a 1.11r F 2011 y.x 0. T % l.04 - t sitt 8 , 0 97 1 00 -
+
1oit AX. 0 94 l.04 + g.ti% K . O.41, l.o& l' + 10s% z 0.50 0 9b o, % & , xx l.7o 1 16 N/A & ctisi x 1.e p i 4o 0.70 + 1 4/6&La dP 48tF C#fl o W JOS NO Ot iO
- a 4-3 PAGE lIb' >$tiol0& 0'I k 0lU/N (b
nav av mis casexuo urs kQd l*# l M- 3 OF II4-P S
**'C_.'__ , 'd #" , . . , . . , , , - _, , . . . . _4 . , _ , ,
- a. .. .. ;.; u..
-. :; .: 2 : ;. T- =
, 7e
, % st,s. G Mopsu & voArws M- Os es D4 c.ve P voc AG C 0 - o s.O s M )
#sv D9] csw(se] CCF(1s]
, VATA n. Fn ohceune b 0 %d 8 + x. O. 67 0.67 4lA o I KK. Q. 40 - 0.94 e 10l'5 n 0.9i 0.ts4 t 51sS y I to o is &% +
Soi t, x 0. f o 0.41 - -
- 2. '/.
9 l.sr o I.1 % ,
+
~
u 2.tk 3. 75> - +
.I zz. 4. 's7 4.96 +
5o01 y 1 07 UI A l.te +-
%K l,$0 f. *2 4 Y Z& 3.& L 4. I i +1._
Sai o X. O.14 i. of +:
. Soil x titG j 1/p O..
At 0 5%. O.ry G + Joi% X l.49 (,49 C .
*K 0.su 0. cog t lot 's %t 0.56 *
- 0. col B$t3 X lGo t. o *> .Gl +
SoI4 k O. c,G 0.G7 + y 1.%5 1.46
- 4 3 45 y 3 64 +-
zL 5 o8 597 +
- e. - * . - .
l O ~~ -s .me ao av o -o+o nas d nav ht.- av Sl16/so ods c% casenso h/cht,
'o m [yk-QdFW 4h cm ao g ig
,87 f/4 t
i I *# " ' fj
., ,_. . . _ . + , - . +
*i , ,
6
-w... . . -- ,e
-\ A 57 Model 7
. Model 7 is similar to Mods 7 4, secsp t f\ +hs hasy .fainig Ms. Hires fr s is na.w 1 91bdta+19 brseed, sul h now' A w vm.t.c/ h havs a koi+td- hfp t c 7e p ,
- A 5. Tx, b; e, d frq, Swort*, E/Q*i.L eadi W A77 Art idtah'al +o Mod
- 7 4,.
euept for Ms 29 1. 7 7onep52inai brued + rap pi . O k 3. 7 c . Asa ty se s Yht c ontp?tfL analjhesi sysfs n in of Modst 7 is, saa 7y+,sd fer l2z]. Mods /1a . l'fer [2s]),
~
. ud Modti 7e lf' er(14]) aet-i.. _
dMing M fo Mt sorts :>pcdig M odt7 6 e netia 7 39s & qoc/ tis. Tht. 14th wit 9h/s ased k Sm -la.tz. oan tttd tra ; fMs, Art icit a hca l & t/tt rtrh eaf O , ze s ,,,, e m em
-- + . ~ ~
_. . . . . . s. _
& fW $1MI&. A . .tJ21% ly Ab cwoo 68 arv av mre can.oj ut. K QL JF q.f 3 '4 ff
- 7 9: ~_ ; .; i.t -
. ; . &2.
Gu;. , ,
- l .
-}
4 O sa d laftral diete+z o'n s , a s, Moss ta Pfodels, 4A xad SS. & M s-Mt lone,ihd:nl dirschen, Ms 6,b h
+7an /> s ma ont-ha7;t Spaa +,gaf
_ adjaan+ foy:ndina1 sviyae + , stae
-ths y9sd %st i k x l o % h a'; u ?
Svpper f. Iong;tvdinA 7 J.ons; ch n'lnaf_ 17H OcAn. foint ff;bdurog Le9M H+) Wu3%.e AL)
" w Sorroy lot h IS 6'8L 4fr lle//t 1466 iAposs- dot & 12.o 'g "- ll52.
fop potr I 6 o 'c8 - " - IS%, The j sh,C6nssss s id a.<A l y t hs. Iempec/ , JSighb +o +d e- l-r s + t. thL smt as
~
c s.,s u,,si, n.sa a p, no (.
. vstfienI and frusvsess d;rseHoss, flas. ths +tiln+n sp ans ad +
p ro p s/ h t-s. in t s nacha ngs.a'. oket.nr veaspreanod Joe no ors o -oy, Paet d bZ.- z/svlA9 A aht/v6 [ykc% - Q=. h cac ao e/9 any sv oan caE.aso om Y g. f ys //4
.a . L : nr:. w w: ; ~ : 2. . - . . . ..
, y..;.u %
. ~ v
-v ..
c
.x, s s ' n_ :
n- - n_ . y: v; .
. ;.5
~o . l Sins & p q e d kg u is is o w a. I e h d;a g jopport, #s foiujkdaul shjfasss. is ysn .
) = 4 ry*(f) *[ ) Whers l= 2/ Hp .
G lalb : A ' 61.O x phet .
' j Goly . j s $ j, 9 Jetp/sg -
G for5 *: A = 6 'l. % top /r+/ . Y S.7.f. Tsulh : Tk S**t w eos % seihrk 11 nsLd
- O As was ofen s. y Hfods7,4. # s,.
- l lA1 anods ?, Madc 7 7, c1 skewn Jr.
foyed 14 The puhki mods is, N! ads ? 7A And 79 , ett , sh ow fr Agurs (1 a.& ft4 vc2 16 en ths h ito w'i;g m . T i b okew renor,enn erV .. I t'C siniss &"lV'~ +10/R m uo es a o sa m jylg dh
# /r* 3/24,/p, ufL 4/4/ft ce ao 1#
g; . nuv sy om concuso om QU M , II4-
.-_L , _. ' =## ' - - b * ' ' - ' - ' - - * * -' & ' " - - * -
.s.-.. .
.s_:.> ....a.' - *
..u.
.t .. .. :
.,.c .
e . I.'., . .*
.--n ,
e ! l D
- i
)
I
.. 1 4 !
d
, g 2 =
, 3.,
h q
=
l 1 -- , e -- --- - 3 , . . y ,
%.. . . 74 ___:.*- ~%
me k i w
,,3 otio-04 o rci.c c: -- , ;.M -4 844 d BY: .6Z l C;.TE: */n/A, -
d'bl E N j d h I
+ - -o~
O
+
, +
5
-4~%-
t**
\
4 O, V
/ *$-
e
- 3 h
A
- w
. Y*
b + e.
~s tem
%. ~
Q
@~
. \.
T gr o 4* O O e O.
*4
+
I O oG II/+ l l
'. - . _ a...- ... .
i e l
4 .a . , s 9 .E _. , , e 1 l 0 _ b a O Q C 1
- q g p
~
y4Lo ' ~'~l $ W
~~noo-o+0 !
.ft:L.>. .&. . ~ $ ,E rs - . 5/! r/DG "
TlLW - 3pA
'~~
\, ,
s ;
. -g <
l I d M 3 .. s e i T L ' A
. \ 5-
+
p .
/ A,w~
t* 6_-g h = D . 6 _~. g V*
. O
~
~g D-s_
t* C4 i
,s. 42 oe iI4
+ r s , . *
? t .
. ~
; %' *. = . , .
s.,,
. . ., : . . . .. :~: . . .
.l o
S t o J
. e ,
u l Q l I '
.. .,\
', g
\
u
" - ~ *: ^: .' ,.. ', .. ._,
o . . )
;~L . '~ ^ ~fil4c o 5 l, o$ro-o+o , u.
8'l") M $ u:frz.- ! . . ' h / 60 C..i&. C&l hl .; *t/f')5 g 4 A ( P .
. A w
1 h A
- A o T w >.
.s 9
e 9 ao 1 g
\@
i l Y !
\e l i
l i r s oc IIA
- y. ,
, * *- . . # .5- /,. .s e . 3
, .j. . _ e
'IAf a l
TAea.7 : , yopst T t. oAos Ar w e.er w cm:- ",s.s D.9 mw Moon vs. ohe seem on .A , ts est (5s'] eer (.n] eer(24 pA rA. rr. Fw oJpP A t 109 A St %.77 29.ib el / A e yy 3.69 4 68 + . toi c. %2 1. it \. 26 + oi o s. y I.('> l.54 F V1 9 11 4.89 +
- 22. I.40 1 78 +
cloF ,1 le t3 . l.16 + tt 1.s o 5.04 +- z z. . 14a 1.61 + oil s. y 105 1,(9 +- i M 414 4. l t + z.2 I. S'7 1.0 I + oil F y 1. o4 1. f 4 & tx 4 46 fr .fle + 7 2.2 -
- 1. vL 7. l l &
, - . tit A xx $9.67 44 9I V -
+
ot99 y 2.49 3, t, /, 5.16 ' +
*x 5% % Sir .01 50 10 +
Ot% H ] 'I 4f 9. tr o 9,2I &
\ ; SX 31. 4'? 94.11 5o.5 ( +
! et ts n 11.t '/ 14.46 l 6 44 + yy G.co 1a11 94I + 2 z. 1.i1 - 9.91 19'o e ot9T n it . (< 7 14 11 16 58 e 11 . G .56 16% 9 9tr & It - __ 1fa 9. Sl 1 90 +
- y. e
~
l.So (14A ).35 ti/ A M M. 4'I 46.Ito + yy_ . 61b 7. l (, ,
+
II4( 4 1 50 f. WI e S z. l.64- 1..o l
- o t9 E. y l.f4 l. 41 r M 4.%$ 9. l4- '
+-
22 lM l.7) I
- odem u isso.< w ou
_...o... _ e bw.- Alt Iste (Ah Uh5/6 k ***"* ** INldML'F ) auv sv mn cascuso urs y-ig *4g
~
. .x
. , .o; '
'. . ~ -:' di ' . :,
- ^
* ~'
i TAbt.s. 7 : M,o e 7 voxos *r sum sr wo m Ac:,cd c% xt'p) - CeF(17.] EEF(2s,} ggy {g4] mA n'. N.w ovm r= A ot@ F y I. t k l.43 tt /k f n f.4% /s.42 e zz 1 9'l 1 1 2. t-11G A n. (% 19 14 .7'/ F yy' 1 41 3.a 2 , e to1A xx 79 69 16 11 -
+
yy 3 05 3 7a P 104 C sz I. c o I.t S V 2.i 2 A 2 f.M l.16 + 8A ' W.82 4o.5t. +- V/ 6 19 1 67 e
%IT.C X l.oS l.19 f 2.Z 1.4-I l.GO P 214 A. ex 3%.19 45.16 &
El6 A X.E li 9G 16.47. t yy 1 97 s.92 + 71& (. 7% l.co U t 1.t1 3o1A EX l1.14 N/A l 3.66 t yy 572 3.80 t 7oic tt. l. ta 1 12 &
$1o A 8x 31. G2 19 1.6 P 3: 1A y l.14 l.19 +
u 4 4.16 44.M .
+
7/ l.o9 i. o1
- Si2 A y 1.48 l;5o +
tt . . 99 18 54.16 + 3 84 A 4 7&.42 gG.94 + W
- 6. 6%. 6 I& &
Sl4c / l.to I.ts *
+
zz. l. 2.1 V l.tf e ovrew ./ssm : *vi e J
..... n . -
arv Art av Alzilso /A b 6/n/7 om c sexso om [yga-~ Fb cac e.o
- g. 3
,96 t/4
.L.* - : - _ .- _ - . . . .
.....u-. .z. ._;_,.=' -: . :-..; ,
- .c . , n .. : '
..~* : .
T484 7 14oost 7_ LoAo Af Cu m O 64 (AtP W C A L- (.,0 o & D ( NI ATES)
~
ur[11] ur(2s] rei- [t+] PATA tr. Fuc cNeew h io*9 x 0.k 6 . 014 9/A '
+
, y Iot l.%%
- n 1.96 3 47 -
- 22- 4.27 6. **
- aito x 1.17 f.M. ,
ion n v.Go d.61 e
- i. :: x '
l.16 1 13 f le z r e c 15 1 11 Z. o,96 0. 6$
- 4 16) l . i%- #_
lois) n 1.1G f.M E zz 0.69 l'OT 7 "_ EIIS X 114 0.69
- v.92
- A , f ol4 x 1.%l 1 14 N/A
- l U y v.90 101 .
+
+
i z o.s1 0.G o w i s, . co if.ej 4 o zz $> . st 31& +- ell 9 1 l. o b
- 0 96 fosw 1 o.11- 0.'f G V n 0. ws I.ok +
ZZ M] . 1.'] & f 2o09 p. o.G o 0.u k r y 0 11 l . or r u . . .
- 4. of 9.4% +
. zz 39 4 9G t Eti o x 106 1 11,
- c.1 tt K o. ')l l . 0 %.
+
ioit g - O SG f.oS t' Y 0 71 le L7
+
i o.14 0. s o
! %X lT.oM fC.lk E j Zs- 9.77 4.9b r I .
O .tsun e acw c+n .I JOS NO g3 so .gM PAGE 9 AfX-- Altele4 Ah Ohb8 lN == Q catoNO ,94 j nov av oATE 'wecuto
. cars Pt I% llY
.-__=_--._.T .._: 2. . :- . . .- ~ "
. "'- ~:- - -_
.E
' ~
, ", .. 2. .. .. 1 . ,m.. . o ' ~~' :.6 ~;f " : ' ' ~ .7 ~ - - '
l TAkLE 7 *. Kopst 7 LoAo', Art' cci es . ; 64 cue cocA.c co -o cor e1 Arch,}
.s l
ErF (rQ esp [25] EEF[4f] uw s vm vr. oww l Sois Ax 49% 4 64- N/A &
- 22. -
0.60 104 y + 5119 X j. $l I.k6 0.& 0 P , 2oi4 x
' 0. 67 1.11 N/ A '
+ i
'.- 2. O.69 0 11 .
.t
- n. l.1(o l .1(s 0 '
tots t.x 1.04 I,Il t fats Y I.64 l. 9b
~
t 2 o16- y 0. (,6 a.41 e st 5 60 4 bl P j 3 66 W tt 256 F_ teo9 y 1.1 % ti/ A 1 16
- n f.17 I. so &
i
- 2. 2 9 60 1.yo +
Soto / o.66 0 10 + t Soit < 1.2 o l.1l P W o .7+ 0 19 . P Soit x 1 43 1. 4 G e xx 1.&y 2.06 + 3ct3 % 0.98 1,49 0.11 + SX 3 13 w/A 3.G4 4-
*E I.kG . l.18 +
E31) R I.93 f. 97 + 3 o e 4- 1 . o.to1 0.o.7 0 y_ _ l.1& . l.16 & !
. F X. . 12./,7 , 15 10 t
, 11- 9.1I I
*J.14 .
+
= i orm e Jenn e semab ano n.sa-o+, non e Art- AlsnIm, tFlL (jhifX ly pff k cu n .
,)7 new ev mm caecuso un -- F M-#3 7j /[.
- .. _ .: = .
.-y : :: a : L _ ..: . : . : :. .a : _ . _ . . :=.
..: , a :a: . . : .. , ' ^
.: .. :c
. . - . .u
~^
Jo .
- 5. 6 Modst 8
.1 Mods 1 8 vitifss +^ c- ass of lum / wsayh+s 1 ' }
and sHffnt.s s ss ~ fo simata.fs try esspons
^.
whsn Ht< %s ars no+ pats 17s t . l i - beh $E$Y 4 /4 f ; Y M f f 0 $ f15 y hlh$ ) hob l l l l A77 4rs % s**s as u.ssd A Meds. 7 4,
/)owcvsr tr y u d 67.'p propsche s ha.vs 6:sh esassd to Ms. m o s t'
, l reunt mtModa top (tu [15]) .
! 1, es. >t. pes l - Ths- tom.f IsfL AnA ZybcE1 Sy$ tim
- . - . - . ._. Mods 76 h $no.) pecf in Rze [3IJ.
FAMal fxods lb ,8 A A A d 8 6 44 Ann.1p id, s'n AEF {62-] And AEF { 1b]. 1 fth h te 12.i Mt. (mfs.e{ Wtlfts 0 ft.,, l Isltsla.ft d a s fo17egfs : o/st@/ e'gpoptcano*l __ Josno o2,o-odo PME W I mev kh( av Sitilfts M/h- dh1(% oats cHecuso oAn ly K QOF CMC "o g -,3 op/ /# i _....__-.1. _ _ _ . L _ ' :_,. " E _ f % _ .l _. __
- _.i. . _. ,
. ,.~:.- . .. . . . . . . . , . c. .
r L,, ar sk - rela nah w& rc L Ao arm rp) w, -M- rft3
/ 6 j u 4 7, 3er3 G.6T[o h h k t_t g ] ,tt.
Ah teia 6' ce 70 6/f+ 42o. u. ve d . , +rn , = s CEI) ukere I q,, = i,6 g , u'1 42 = u. e i
- Fav qk h 'rU ch twh'= n '
Q (2ti $ = i s .
- a f. E'hw
@ aoia A = P. 9 r2. "'Ks .
F < %ww dwec%
@ lois 4= 3 3 . 2 2 5- pi} /i n CD 1 013 fa = 2 4. to 9
- K 'Y/ik
! 3 MsgoA = 44 {[)( ) w ker e f - l N.J
@ t e ia P4
># s g w 4- :-
"'I[w k'~I h
..4) S ol 3 . . . 4.s 'tT t- " 9 * * '
i 1 t
- cdcaw var fa enz od
-- _ . ~ . -
1 l arv C Yh sv 2:-u-H /&9fuleta mn cucuo un WQ Ab ly6'-D c^w n M -/ 3 ,/M
/
*9 m ,
l
.y _
,: ,e ~ < , .. .
,a- , en .
-~ J
e a. . W% .. b I e e s b . 4 -s,
.. t
'O
- f. 6 /,
Asu/ts 4 Thbis 6 , p. 104- y compars s ts ss& Hs . Thi .sa *s comstis er, enh ris es assc/ a s . l*r Ms prtwoas Mo mods /s . The f il mods? , Mods? 6, is s4. awn 4- Picyvet t1 , 7%L p uha t ' inodsis, Modst on & p*, art shouM ir 6 4av:= 2o e/ 1I e, st4a [17w/
'.J
; pyss .
i i i j 0 VEA L N /5A eFs c. A 71 o M i m ao a 2,, o do Paos
;. I lW sitslit. (fth. fis7/K O m "o
- REV ov oATa cwecuo or.ra W(WQcomudY M.f 3 j*Qff 4
j\_.
*- *( # **4 a a go
.J_" l' 4 e ,
,***= % y 6 i- g e r- ,
' . i,1*^.< d
'. .s , ,
- s *
,, .( ~
- s * .a s n. , .: < . . u-2 .s a '. i.'. s ' . .s > . . .v- '
n e e'
. /
i 1 00 z a
-4u x ItiSi o
!.,.]L 4 l?d_
o m . I {
)e I. I-[II 5 t f -
b .d
- M r e c- y 3 6 b d
. E EQ5 s c N .
M 9 u..
$ AI auS
. s NE m
h M M
- - M gg A
. 4" M2 4m E n -
& A.
c
. o -
O n Q a
~
m 2' f'* o A ;; G 8 o - e o n
?
a X 8 a & l a l 1 O "a al m l I o lCl
,.& ^n
~ ,
op !
~
IlY
\
i
-+ , p., s 3 v -< * * **si : +,,,e t 4 = r I
' D
- p4 g
__'q
....<aE.:.'.,4. s .4 4' c.4 _ ., ., ', . m . . . , '47 l
p
,$ * }
du
\
.(
v.w' . a 2 X !% cl.a.Q 1
'~ -
, . Aor, s h.. .
L %s T s Y .)
, . th - av g a
. y -- . 3 x\ 1.
C e g
* ~- . . ,3 Y % % *e q
*s . 4 -3 N -
e e 1, . am W N e n M E R -
- M P
b R F* E R 4l eg , , ot. oc
//4
- v. -
'"' --c.. .,,.a. .,,.g, 3 .,,
.v; '-
.,". :. .. , se,
.u
.:t, ...'
..:s t ,
S 4'
~.\. /
8 9b y z , .- g i 4 *D x : i q 4 t l' e': _ w
' 4 , m. 2,4 -
Yth c' d) s a,l
- ltd Ew=g0y
.7 "3 e( i J' a
>: EIjgs h g O .
g a N
+
=
f GB. a e # 4l c
'n e
2 2 n n
*, l OM o .
a 7 N l E C O e Q I 1
==
E i m i
\
E
<l eq. os or 0 ll}
P t
* - , *4 A -,
. . .r-i GEE &' Moost- 0 LoAp5 Af s w h .- Aalc.6+cagecs c> u at4 .e AktRd PT. _ FOLL Cas7 A Esq b Csq a e ei A a so.Ya 23.P8 -
o i s G. o 4, = 3 it.33
- sis p x< IK ty 14 3 9 -
, l ou 5 Y ,,a3 i. 7 - 2. ,
yx t a .'il i S.tu. -g, 7 '4- 2.13 , 1.19 -+ o ll F ' y - ),o9 t. 'l .
- 2. .
AX. [ [,9 2. ti.13 -%.
- 5-M
- I E1 a.73 .
otx E Y ' c2 i.o 1 .__ _b
<x 1Mi (P.4 .4.
14 214 4.aC + o! G 't ' of i,4 _ 2. .
<' I f.% if,2-1. .- 4 71 2'14 9 4L o 13 6 yx u. 'e '
f.(9 , ,,9 4 71 1.s? ( .x1 l.2 7 . otte W ha 5.79 3.99 -L E E- 1.I'v (.3 3 1. P 7 tl4A Y 1. t L, 1,48 -1 n td M 'Q.4 -1
. L .
Il4 C ; /A. k. 47 !.s$ .
.E2 1,~12. 112 +
\l6f p p.. o 2. p.32. +
inA x.- u. . i + r r.ir 4 I i CVMtn! V6RI Ft W O W me no e s, o -o Vo Paos
/ (Mt /-71~K IFrf.- sis /h M cmo , yof nov av oats cuecano part W%Qkc-eY M -I 5 IIY
, .. % . ,+ '
+ M'~ , - . - - , . - . = , ,u s ..-+-__,_.3--..___._.i__.---..---,.--. - - --
- i o V E-te.LAT .s @ cHbR PT. vuu. rss3 A- En] P, [ u 'l x 3otA Y l 3f f.43 -+
1 g3 43 19 jru .91 + l YY .1 x 2 . 4- b + M .4 Y he 115 +
=* 3Pid LLo AE a YY i,31 4 1 62_
1 A V i.fi . l.2.o . -t y< ly.uL 1t 14 4 Y 'r [ A el [3. CfC + lii A Y s 34 t. 4 9 4
// 13 l.) 27 33 A YY 21 72 ll ql +
iltA 'f I11 f.44 + n 4l ,e0 .tpl .bl + Y 'T 9 ,l I. I S.if + Q v i, xt + ru.A i. 4y
'T Y 2,13 g.tg- +
13 W.ll. r3.% 4 m4 '< ).n 1. b *
'r t 2, Pt 3.og -
H 1-l ,1s r&.o C 2 utA Y ( , 2. 2_ j 1) -1 Yr . tal 2.21 4
. M- __ __.._ A 3 7 2. M-37 -\.
v, /.- so.G " av. t & .71 4 311 C -3 i . I 2_ l. Ll p t,LL. l.tl 4 l O OVEN vAP VEA sF's chno el Joe NO GW O - O fo PAGE l nav C //A f'II'N 2L av mru cwacuso mia Glt3lM. R O gk-QD C" NO M -I + H4
- g,
+ -
3-'
* * 's-T k E L. E 8._ : M o DIR. P ,1 b kt s AT C IIP O M C-E t k Y 04 tar P T. _.
1F u ti (s i] Ar [s23 9 DG A% 1oo 9 x .7I .6o 4 Y .] 1 .b 4 o 4.0) 4 04 - 1. aa 14 4.tL +
' ') i ')
. XN 'd[ . ll 31l 0 / l.O f I.Ii Io l' 4x .
3.11 4.. o o , Fl! x 1 0$ 1 03, -1 ( 3 ! '2 n S.T ] 4 00 ,o.- , F ' '- X 100 , ) . o 2- .97 t
!di 3 M .6f -61 l 4
-30 4' El X . l7 14 Ill X i.o 8 i, o 1 -1.
.- *1' .43 . 13 + ,
l s./ o' ) .'s f 2.t&& . -1. et :t . h. 2.11 4 Es / . (,' r .k ~1 l
'vi y . ( c. .lg + 1 27 2.62 3.og 4.
16 0 -9 133 ' - n i . sc, 2. w, a
? L _ . _ _ _._ 3 . % q.21 +
lool n 1.35 n .rz. . X
- 9 308 l .U \ 31 4-3s09 y< ) . 2.1 1 39 t
Eis3 X . l. 4 l.Il 1 I sol 4 Y 1.Il { .13 N P.(,o q .2n A 7 '7- 7. n t .u.t + cleAvr harmeAmod Josno o u a.o V. P^ot
/ 6fb fd)'f4 fJE- 5/c/h6 jy g QO. C^tc no yab REV BY DATE cHECMED DATE CWo"
- M "I) l/h e----- - - ,. -{, -
e v ,-- , a- -
-c--.
.:.- . a .i .
O- o u Ert A > J P4 T/) PT. Coll Esq A En1 3 Cn] 4 a.ti .x. .m 71 -t Y t il o 1 38
<< t t .o1 i r.o 2. o.
n 6.t 2 -
- 6. GC.
2012 Y ht1 131 - I d.31. A f( 11.1 % .
'n 6.37 .
6.69
- g. i o 4 3 0 t3 x/ .g3 . ., o E3l %
- 2L t at .K +
I 10It v< l.11 2. i t -+ E 3 '" / h% 1 41 t 3017 // ). [ L 1.Q7 4-E 3)Y A 1. 57 , l.If + a Zst% // \n3 1.] Ll. 5 314 / 1.19 1. !? -\. w, y i, xs i. w . u i. a m. ou .m D 1.31 k.3 7 4 N . one aa.u n a - a ,.o o w .a. no
/ M/A. Adf4 FJT F/n/A jyL-QW Q 4h cau:no ,1 o7
- .v == .m e s, us r e e. . . ', . - . , . . . - - , - - - +. -m-._.--.. . s.4- g4 3 ,4 _.ew.. ye-g--g -
, ,y- 3 g e t , ,,_wm a ,- = . s . _ _ - , . .
ei-.concw5 s oM k Tns sigk+ modsis ex amised in H s's vs.r*'fres H e stydg represtat typie.*1 6955% cA15 fry Sy s k
, m ods 1s .' A ds+o i ts d compa d s on. Was madz (
all rikcHon compo n t a+s, - at s<ppo r t po o in. t*
*nckor+gss s.nd c?rps Whsrc 7ord mno'htds.
is +b o n. s. previo.aty dsfined MasAo7d Ts41. A to+al of BSo exac+t on co y ois ents; utt ri .. u npart h f r boM sapp or t anc.h om e. s and etlp s . nsvu 11, ,.no, +a.b a t a.ts s w c amslahvs temparnos, ta su.Its for a ll sight mods /s . Ths. cbse+ in f,4 an s 12 ings cats.s M a.t
. . the . .parHsi modi.7 d*stg n inads gy va rrid or 1.~tutcdid j",,17 modu" rssu./+s in 86 Y.
of Mc tom paros a n.s . In % '/. ' a f M t. 1 1 G/ cat.ap (cds n o ew s>d
/ g rx. s/n/g ,,, v*/A f/47//T, aos no o g,4 o . og., PAos
# Arr. 4;2,Is. cA eM/r4 gigQ= NY dh cate no y
le8 nev av oars cHacxso cars y-is //f '
l l
~
sompa, n on s , Ms syssmen+ was w: Min C/. of W ( 17 m ade i results. In go $ s s whsrs Ne fa17 m ods? rssa.lfs w srl. unconsuvshvs.1g andsrpesde*cdsd, Mt a.vsty L dsvisHan was on7 3 V , wir' M An us M f vs7as of 1sss Man 12 % . /n gw tul,
~
-Mt fognt load compues wsrs. consseva.Evs~ty predien d, 77it tryjoi,+j of devisHans occared nest Ms. hw 7 dan . ,
j . d cgan af ussu,vc c.a>st uh 6s w a.s aar/
. In M&s.1s 9,4, S whsrc mods 15 Wirt-braken Ehuyes star of siirs.cHon Oss s ud bwds). S;oc s u s. "ssary sis -onzy "
lon (2 + S 1 . ML bsAd not Con hi A.- , a. Mt leqi hdin.1 .sappon+ , ths 7o3; tvdins 7 j
--.s..... -s l 5 fllll2 Lo Yllb f OF J
nov av oars cwecuso oars L===iY M-O IM
W losd fAkta by Mt fra.nsvtrst S +pp ot h przeid:3 Mt htnd is Constyvenf l j , . con ss riahys.1 ofttprLdo e.tt.d , 1 - J Battd on Ms tsuth prsswfed o'a M s's calcato Ran , it is concladsd Mat 'aL i 1yttFA h$6 A CPI $stYde, fri % L/1 Y l'/1 Ytb , alcula.4'as , atMQ tt7rhe sZq s:mp 7t., ~ ~ a11ows la s S y S ism s fa he consseva.h vi tLAA$g)l$ $ 5 h, $t. M4L e f $ M Al ll f" parha.1 otodsis . i i 1 l !O -<,./..-., Joe No a3 4 o .o./.o PAGE l $$ fl$3/0G 60) W/V)/ff CALC NO // tl7 l REV SY DATE CHECMED ' OATE N 8^m
- M"/$ //Y
,t - , ,, .,,,w.-.,- .,.----y. -,,
. . , -..,,.e ,,,.5--, 6 f ,,_a- p 5 .+.,._w., , 44, -. ,e, w.,, , , , , , gi
O ! *y W _.......7 D g ..__
.$. . ? ' ~ ~ ~ ~
..-.!*4 wee._21 piprm:5vn e u __ d _ _
kL 5~~' 4 b<ousmAWnnJL D avea n o ^t s iI
- I u.
(L ._. . . . _ _ _ _ . . _ . . _ . _ - 6 2
. . _ . + - . _ _ . ~ --
p _ n S 6 x 6 ~~ m e s O t ** V p. _. E, ._ . _ _ - [4 go - n 8 9 9 is n n
- a S 3 n
\e -
I>f: - S e e- ^
'F'~g~
jf.
. 4, 4 ys -~ a t
e m S a
;. . ; } w e g S, y
-- ' , q 7, g N %
i i i i i i l l
- f. +
'* 0 4
-1 - 2. -3 -6 -4 -1 -d -9 18 - 12, aav Ano*J 6/,)
O - G _ g/snue o /soe u rt e m o d I strY. 4/zs184 vik k-/3 e /7L m m ose o -o4o ' AGE d ,trE. 4hi/A rah (#2 g1, [ y kQ= -Q'= cate m "I arv av oars cHecxso cara Y M M-is ,,d/t
- ~ . -
% . * .- 4 g %- + , . ,. . J O _
. LO MsametCE S-t 0] IMPEu- ect h skvc+<'a n 75 Asu' CI.
"Opsde-froj?u7pis r of d'ab7e tr 9sfsms."
Top. S.ozio-oso-1496.
@] IMPnL. S vf: /po,*t Vers .' on. IJ A j
[J] IMPML. $47&v idfio/1 @#10 hsV. 01. {4] 14tc4L- Mojtet Specife Moys+ HM4 to , Yers . 14. i [t] fliSc Shri tonstrach'on H+au f $
- cd. 1
~
[4] IMrscL- Cakvinnon 4 -/4 fey on.
@) IM r w . Sup stpops. 66/* */Z4 li.04.l?. hfode 1 l'
" 6sjos/so
[b] I&. s 2. 54. Mode 7 In 1 , l [4] $6loafro t& 54 57. Modt i Ic. l fo] I q ste- S perpips. 6&los/N II.oS 06. Mods 7 Z
" 94/os/to 17. o t,42
[I'] l Mods 1 24
.-.-_:_fil- '
" 04/os/io 11. 04.. o S. Mod 7 f,.c i . . _ _ _ .
l [$)_./mecu. Superport 6e/os/ss l2 S a. oz Mod,7 5
- i fill -
$sfon/tG s q. o s.11.
Mads 7 54 0+] !!
&& fos /o 1 is.t s.4 S. yoff7 3g h1 1
1 iO . . orecar o'seiriconoa l grE- fissin& (Sh Th7lPL me no oss o - oWo " son l e K 4Isoleb *kV 4/rvt l k cuc "o , l'1- j
= - ~n e,ie . nn a-. Y n. e, 11 4 1
_ _ . _ _ - - -,__ ,_ _ , _ . . _ _ , . . _ ,,,,,_...~_.-_.,,,4. . . _ . . . . - . , , . . . , . . . . . . _ _ . . . _ _ _ . _ ,
-~
2
; , , y, o m ,
, . r. ,' r.., ;J. s: .*.a -
. .w% J _ ;;. , . .
a.; ._..<..a
^
s
,s. -
i l
- l j ,
.__ _ _ . r,
- . L._.__ .-. . i Q(r] /Q'n%. I $Vfitytft 06/*S/38 10* 4'1 2&. NedCI 4 l l
" 11* $ b. $2
- Modi? O i
61] b& fos /L6 Modt 7 4th {t&]
9& fos /16 10 56 54 Q1) Imenu. Lp
g y 6y QdF O cuc e o,l'b nov av om ceso om e4 t3 /// 1 . , , . s: . . - . - , + , - . , , . . . . + . - . . . , , - . + . ,.-~,:,,.. , , . . . .a. . ... :... . . .., ~ . . f l l h f , _ .. . ; .._ . 'i. l 1 i
- l f3] iM eeu. %psrpope. 06/os/os !satt. st. Afodel as-
{1'l] 1Mrnw S5peqiits frajsc+ Gsahc f Ty* w ViesIen If.g *. /165. ,
{s5] IM% , Prejsed In s+raHa n.- 01 dev o 2.
"o i
- .Togemc - No . Ana' 0210 - y 04a s -of casts.
ty SS . Try SgsH.ms " .
4
't 1
l i
1
)
i l
i .
I 1
- l l
F, i
ClddLAP VgAtflCe641ON meno ossa-o a e m
. I &fL- Ein/su *7h N>ng mn cuscase 'un ly
-eY qAb cucno ,II4 j
= -...-.
nuv sv H -/3 - - . - . - . . - - -
///
' . I 1
' CALCULATION /PftORLEM COVER SHEET CalculationIProblem No: b'b '
Title:
O d1 5J#'od Ud la4'8" M- a /'a^*
~' ,
'9 %7' t ~
Srae, foe.,k Client: D f> < o Project: C43Le d 4 "' f JobNo: oz ,0 - c'/o Designinputf
References:
kS N OTE G t i Assumptions: f I M,. t joTF L l teethod:
> A . (J o rE L l
1
> ~ er >G =4 -
Remarks
- SJrte:PnT Jc,b 4: sa J - A >Lue sot re< l ecientseh .~<' a;
. c z -:.>
.1 *: w tu o Pi:Ci cT m < . r.1. o u a : > v.)us:. rc.: s; :. . )
n rac;&cb At d rodht y; s. .Ja J forfesc en;; , W L'o u 2 3 rt reht hasT /kleMe if 5/c "svPn40s7 ' r1cV APPROVED DATE REV.NO. REVISION O Q t' '. o e s \ 1 tsJt. Y Sfff f[Yb,
/ '
r.,wpore1e c.Hw9 n de f,w /I,s f i 4h' 96 '
$ Vuooae< 20 e,,. J D 6 ' '
'/TC /&*
Q'A f r r;n _ x 4/sC/sf e~ . MM hoyontt f dMvps 6 '#f6flWT 4/'J3/86 Oc C w n c(. m cA 4.-o ew b,.e %c4
.1g w< paw owys he wMxt
' We/gc t)ws4 c/sm s/7A O Vo, s,. , w pg R. ,,_. , .t< jig. ri ,c r .c~ " ,y sfum OAM 3.4 E 11/s1 g l g,b}
9 I
._.._._;- _ _ ,_ _ _ . _ ._ _,. .i_ __. _ _ _ __, _ _
E fS CALCULATION / PROBLEM COVER SHEET Calculation / Problem No: M'22 do HW
Title:
k'* N I l* w b 5"l"*l** foun~ "J4 NM *7* " spwe.rc.ress sa u Client: %'* Project: 44 /> %y JobNo: 67/0-090 DesigninputIReforences:
#5 NEhd :
'l i
'I Assumptions:
ks Nohl l Method: ' i fl$ /K /c/ Remarks: REV. NO. REVISION APPROVED DATE Y Tswa rfare
- E!$ 1M bb4W br***b , (f21N '
(CWgr<, cat $ h vad B4 Dow m A % . ( ( i W Twidad on $uPGAM O Sheet S of W
,g.,, ,
._.._s ,
f . . < s '3: .. t h a .s 1. . .. . . , . . s t
)
s
% DLE of c.o M M l
SdC 77CM Po J.O 2'NT1t.e og < T1 o J *
) ..
2.0 PracttAm c. A P A6 s r ina S s.o inaa.v wo em<a a c aa y.o .sa w n ca steranevea to
- i. s.c souvroa e xecuas .
il ' s (,o .O OulR A L.L f/*3'st'hnt fl-Q A C M& T l
- 7. o ott.minsos or sue,.e.intics 3B ,
I 2.0 DJ7UrJA' SmAWA C# VcTUAE 3} j O' e.. u e<.m es < - o usee.zw me-nea vo ; 4 Io o 9deremos lfl ' h 1 A Arm w e _ ,
- un%wT A o1at.t . micavk_
k%% .e 6 Gew b*s .C. A le,io "
! . .4% 'C % w.I s ok. 4thb "
h . Gun 4t!--. - perLl'c.~. *^
. . A+*.~ ..
- i .
l 5 3 4 LA,,. 5 *$*W W h *1'N !U(*! A U f T~
\ w b-R se c48 ? -2 r-9> m no 1 .~ u -
'}
a UWL t/21/t(. W' or
. g. ..
h*l.*l*% Mg C. l' i ]u . . . ,; . . . = . _ . - . - l
,3
)
I.o .r u ,rt a c uc. n a d O IMf[l4 CoAfc4 M70d 7.5 Quh uf YidG ivure DC o u SUPfot n Scit, 7DAS v 77 L t 77 c,9)c'M o4 %)G
?. o M N J )/ (.m) f.C o ') A T TWG C o m A dc//v' PE A k. State GT CC TM/C- S7%rlos) (Cl*SC5). 70 hip Id ' 1Nt!" JVff%ot.T 00 A q F le.htt o % 1 m f GL. H+rt bdv GoPGD A SutGMPld C AGFDJ) Post- Poto LEtt o A. " S u tent. tohT "-
ThC MA3bA \W oP- 7g. soffbAT- mtprtsem s Aru cy4a wett, ArJGLE5j AND 'T". - C. % 9 NG S ( TE6 'S ,*t&)i F40m No C %NNt*k% ), THERE Fo&G. THC PACGn Arrt WnL ' 0 CAs c .ac Y MITH fME5t* Mck MEW %, h)D 7')V/c A t a WE1 3 i Fees rut 7:6 mew.AsX 3, "T5s (d t u k d * = i e, M 4,dvid g4cihce$(ea of
- p9am s,uecepos r. w v u.r s 5 A J . n b..ael .. A14.d . h ineA /o ed 19as w s. A[ &\^ , , . tm e &i*e a s (h.
N 4.t.tki qw Ab5 ,,MM. SPC
- C*a
- m < 4eb .~p*9%% s v6.f+ .
g.g 4,a.. + x e mu i Revision O of this calculation is the technical specification for Version la of SUPERPOST. Revision 1 of this calculation is the technical specification for SUPERPOST Versions 2a and 2b. l versions only. Versions la and 2a are developmental ' milestone They are not issued to the pro 3ect for production use. Version
' 2b is the first version for production use.
User's Manuals have been developed for Versions la and 2b (see i 1 Attachment A). A User's Manuel was not developed for Version 2a however in'put/ since it' is not intended for production uses output requirements for Version 2a are identical to Version 2b. l Therefore, the Version 2b User's Manuel could be used to execute j Version 2a. g i ! rucco. c Psn i s ufcn Post- e I %I & %=t6 % P'; P 5-l' Fh re no c i1. 1 o s.3 o 9%. eu nvW [yi db 'cm ao avv ev les/no ohn cuecano em W (A- O b
~+---e ----n-e- - - - - - - - , on---- v. ,< -
-m rn- e--------s--- r- g, -+a~,,g- - - - - , - - , , - ---------------re.- , .
v
),
J The following is a summary of changes incorporated in Version 2a: (h 1) In Version follows: la, member quellfication is performed as Stress ratios are calculated for each component of stress by dividing allowables. the member stresses by the AISC Stress interaction ratios c4 defined in Section 1.6 I of the AISC Manual are calculated by dividing member r stresses by the AISC allowables. '
- Qualification and is performed by comparing strees ration interaction ratios- to the allowsble stress increase factor as defined in PI-0?.
In Version 2a, member qualification is performed as follows: .
- Stress ratios and interaction ratios are calculated for each component of stress by dividing the member stresses by the AISC base allowables times the allowable stress increase factor.
- Qualification la then performed by resulting stress ratios- and comparing the O 1.0. interaction ration to
- 2) Conservatism is removed in the calculation weld stresses of torsional (see Section 3.0 of this calculation).
- 3) In both Versions la and 2a, the initial execution of SUPERPOST requires that the SUPERPIPE output present for data extraction. filu be In Version la, the complete SUPERPIPE output file must also be present for all subsequent executions of the program.
After the initial execution of Version 2a, the extracted data is written to TAPE 99. This file can be treated as a SUPERPIPE output file in subsequent executions (see the Version 2h User's Manual). b U O , ou ,.m-es eve 3 -v -8" "a no
" Otso-C'+Q pay gy OAft CHECERO DATE lNP_EQ$h t m-u- %v
~
I e cards was changed in Version 2a
- 4) The format of the member (see the Version 2b User's Manual).
L.ength cards were added in Version 2a (see the Version 2b 5) User's Manual).
- 6) The format of the weld cards was changed 'in Version 2a (see the Version 2b User's Manual).
Version la, interaction ratios are divided by the
- 7) In The result is then allowable ' stress incress's factor. stress increase factor for compared to the allowable this result should be compared-can to quellfication. However, (i.e. pass / fail)
The quellfication- status
. 1.0.
- therefore be incorrect.
This error is corrected in Version 2a. The following is a summary of changes incorporated in Version 2b:
- 1) In Version 2a, anchor loads are not reported properly point is if the SUPERPIPE load summary for a particular nodal split between two pages of output. This error is corrected in Version 2b.
v which limits
- 2) Versions la and 2a have an internal check to 200.
the number of SUPERPOST output pages per support This limitation is removed in Version 2b. . sn vv.w ge, sun /pos e d /n it c /~#/ m <<4--/ [ Gr
/3v7 rem a.ml h~ os nps-six & b kp 7/o e s/r o s:oci o hd wr$ t 4cres9] thlo r,, vos,<, , % SegaMf is #me %cp/ /. a dc4. eupw /Er Cn h. .*Z% /hr$ VVtw n, 3*/O c.*a l3 ,c M rA$wl by &j os suoh okk m u m y s <a p*w A . y, s.,se chay t'w s' lo'eg N! M*N h /h (?rtyrw rn !"- M N"l7% <.
y'yp o 's 9 b a t.4/ '.t Mf d h$ (Wcn ba l Verssk %.
%to*
O Z. th wLA YG.e 7
?-16-MVF JdA
> r 4/ft/sb 3 -3/ B;, dh me no ozio -c>ya cau:no pros 6
I arv av q oars caecuso cars y 6g Q'u D M ~1 $L
- _ - - _ - . . . . ~ _ . - -.. _ . -
U l , 4 ; The following enhancemente are introduced in Version 3b: ) r I- . A data checking mode is added to the program (see Version !
- s 3b User's Manual for a description of this capability).
Two new parameters are added to the C-SUPPORT card. The l first parameter is referred to as the "loed scaling factor". This parameter is used to scale all member forces, 4 somente, and eachor loeds associated with the specified I support. The load scaling factor le added to address Revision 2 of
; pI-02 (Ref (63) which specifies that loede on overlap i supports be increased by 1.1.
I ThC. secon'd parameter is e print control parameter which can have the following values: , l , 0 = print complete output including member stresses, weld stresses, and strese summaries. 3 1 = print only weld strees summeries (member stresses are
, not calculated)
- s
! - The support name end type is printed on all pages. f .
- Printing of new load cases is started on a new page.
j - The run length in the output is labeled as LR. l l - The format of the output is changed so that member stresa data for both ends of the member fit on a single page (this l reduces the number of pages printed by approximately 1/2). The area used to calculate sheer stresses la reduced as j follows: ,
- for channels, 2/3 of the area of the flenges is'used to calculate sheer stresses for week exis loading.
! The full eres of the web is still used to calculate
- sheer strees for strong exie loading.
{
- for angles, 2/3 of the area of the leg parallel to the direction of loading is used in sheer strees 4
i calculations. l - for T-ch'nnels,' e 2/3 of the eroe of all plate elements , l which are parallel to the direction of loading is j used in sheer strees calculatione l f - A weld strees summary is added. g Ten. I% <! ne / m no av u- Wo
}
#f - 7, E b -
1 !
. + - ,. --
, , .-.,,7-my..,-~~~..,,-m _mr____,_,-,-W_-,-#-,.-- -ee.+,~.l~~-%_~v- .,.,,,-._w.._,,,,-----
s - ,- O' - for each run of each
- X1/r ano 1/r ratios are printed support. The maximum compresolve stress ratio, printed the maximum after K1/r and 1/r retica are also summarized and .
the member stress summary. ffW $9C/3 i fn *E k/WYg ,4, j /g l4gl hy Vt'si*n % cm afr4de/ w/sygg f,q,
< ,,, k, ppm ,,, g,4 4.an / 4 ),
Yht, vif N $*trrf)**** h8b.' nW*% h hb & porn w,*,um t q ui.'< d n r // lAhuss S- an /o d cas. h4s.' W
,4(/ wfl.sarsenwerf l~r A5 . hr Mrsik o Eb A*If* Uf ,
,% ,,,,, ,,,,,,,s a // r/*<c u ti 75 s is e-r war swe M v4f/ /*ta ts'rewm e,<h*// fber*WC We1
/g,,/ (,g ,dys
,, W ,- m n,i.,~- gn,~ d nm.///,,,& ,/ms<s
,. a ,j , r ,i u ag!,4/.u~
._ + b d <w r 4 <.
a'#w.,fs//w s& r/x,es.c . r . A i 9 l l l t l Ts.s e_s O\ 4 Le v 5*M'Glo 4C' b 11 % 0 ace peo o sg o - oy O CALC seO Ps e LAXA
=
1* \ *Gs
==
\} tt c c.u. ==
b .1* \ % 1 W M - 2,2-
)
2.o Pfecakes e.A/Acit ars's Sunnt.fbtr wn c. nc :.Nstte of Evnt unnove, M rour owiau smu c w A Au McM osM s ! l
- - e:=. .
i c W 4ELS A4 4m n mAos Mac C.e M M . i Awo cvAtvMC TM. FoLtow W6 We_o fMTEK.4
! ~
i l i J i fM.Au.ct - wCLO c.- w cLO hox- w c.c 1 l' M PloGAAm w we c ALC.ve. AT E. c x# $17^/4 5%E; A Lt.o w A r. *. fi $nct35 G ( vJ nv Re% A.Ac *to P2 -cT 9 [~<C2N At4L LTRC'. ". T4Tt-t bc.toNj% . l i TM %(; \T13t,0 $ UPEXfo;T Wlc L. G l* c itt*/ C L t? */" ' '
- t. ,t T1 t.h. . A !vrto % d. T M M C. W ,') 4. c A t S V/M. A A Y ,
1 . . .. .
. .. . ._a.-...... ..
- n. .
i l .
) l I
*rt)G t o L /tt ?
! v/WMt 7"
\
= = c a o . c.,3 cac a g
a u& dn/ec w ww. WM1F S-O ,q,
-g. ... .. .
t w,-s-. - - - - -n-,-,-r--,,, > ,,*,--~,+-m---ewA-e w ,, 4 -en<e -----y,----+--nyw em .+--e-----as p- rop-,4- ,-a -,+-r,--,-,-------w- , - , - . - - , ~ ,
["
* ~ ^ ^ -
" ~ - ~ ^
_ .w l, .;
~
a ,
) . ,
3.0 MM AMD mc%D ot.ocy T h G m W O R.i lev e r>O s uPER,Pos t .rs TO AvromATE
, 5 o ffbttT Qv As,ir(CAT 1 e d Fo A. Tuc, c o . Su(FRfoir W tLe c47&Ac r ACA.cmod i FR.o tw suf EM.Fr ei ov7Pv7~
PEXFoAM $7XC5T CAL 4v44174WSj AND StW:AT 77tf sva.vA. Tied . l, . SufExfosr 'coaFot ms To xm ecuu 's Pg.os1T
; M ST1l.VLD4 6 f1-CI R.CF II3 WMC f % $ TAM ThG c LsTCL/A $0/C 7MC $ UI?C A.7* d J hs.1Ct L A T1 0^).
4 8 9 4 i I O. . 1 j I I d e P 1 S 1 saref(msr JOS 880 02 /o-o yo PA08 $ 0 M ll27h(n W N%\% M ,kh
=v< 7= / dm c ca. == i TF K-ql1, ..
42,.i 1 l 1 _:...---- . . . _ ~ s__-,.-. ---w ._ _ - - . , . - . . - - . . - . _ _ _ _ . . . . _ - . . _ -
i f I 4.0 S oc.u-no rJ R Q " Q t O J e_ g i , l nW Fott.eva:M c, AcFacuc cs wetE. vsED "Id eMhh4c.
-nd 57M a s Fede ve. A s .
~ '
rMPet 4. cA< c- ot to- osto - et at . R.rF [z ) zm pet.c P$o38.T 1dsrAuc.non s tr-os Aff4sJ A W c- ~1
- Et . W ['G l
I 4 *
\
i t I I i . i i, , l 4 .. . l nxeo e /* n
}
w/ des r mean ot.o-ovo = o 0#- t/23hc u r- o\4 % [yi db = ao ! -l ,. asv (/ ev om cascaso seu W %-11/ 1 l2,,,. i i
. .o . . 's .
)
_f. 0 $OL I 77od P / C C & T V A s~ O - ALL S o Gu17 0 r.)" f40t eCuAS NtE S & fOI'.! M O,4 h%g M c D N C.*oPLt A c c.o A D t eJ C 70 A.F. L CS 2. 7Wy Au sMaas) r,J TW foccowed0 /Aa,7,MoM 0 67 /MCV .Tbl T*t+6 71+t'D KWICkl 3 /f C . , MY M6 $ dC )'(C N .TM7D N N LLO64)/A#., 54%f10Al$
- c.pAddats
. 511t E55 c. Asc.MTis4
. A LLoA MLL%
rea n A/n rwa 1
- M ot.n
$TA ni c ALL. -
i i 1 i . i l 4 l I l 4 1 rJc<o urn's O C M2 i/21/rc uw t\MB, supe 7t tot r db m neo n z ia - n u , ca m O* mvf / ey ~ods c ecaso om lyL AF h- D "42
t, ,
,~.-*
- s ,,l , ,
4 I O e D O
- , i, u
c ,A1 1b.
'9n B a %.
kbf ]
^
^
; oce 4 -
.!]z .;
~
a y E
- f. v v Jc 6 f5 O e$ "Y*
{ 14 I .r. . g m , , _. u 9 g E 3 e e .r. , s % 3 g V1 1 ,4 3 ! : 8-4 ;' i q sl, .
!, t v T; e i-L'8 r
- r, j T
lh w D. i O QMJ4V s 7r
- m J
-- 5
, 4 s 4 i l O V( hd %g N
$ \\
$ i ff .
e e i-4 1
\n l
Q
- l l
4 G - I
* .I r
b 5 3 i 0 uh
*@ 3
. g a ..
%4 a
g I 00 I th i SUfh&$Y PaM me no ot r o -ow
- o M nov / ev ih1/tG wv-
' man c ecano 1\s\eu em W i db 1F cu ae A-O Au2 .
r -
.,.g.
- - - - -- , q ,
a e 4 - ' . e # , S.1 ~ P - O 4 s - b ,. D m D b 8E [%g-
^q9m C?*3 3C j kn =
e
+
4 1.h 8 u 4 #q u 4 - s D-4 i * " ,* Jt r- -F ~
- o i
*3g" r2 JW 4 N] 43p!I d .f .1 S !
(W 4
'$4l4 f Ie <Ny
$ ' W Qsm, e 4 es 2 9 y y
m d ., ~
.t , sev, 4r!a 3e .y ] \; "
g, vo c g
.. "o 1 % g A
~
h n
3 s m
m ,, a% ' g h b .* a Q m. ~ S A, , , h, N 5 L s e s@ l Q4.H.,- 4 s 3 6
&e 4 A e w .
N N i
- k'
$ R i -
- x. +t Pn 1
4 e e i w A f . I
. s -n N h4 0 f
?a,k {"
N '- 5 3 5 Gs
%&lS
- + ,
~
\
Of - . . s. i k
.. . < ,s,.
O, W 4*hs.gb g g ,g,
#E NT f" a
.;;' s. -
. :. . . s'. .
; 2 .. . ... .
,y 1
)
l i O A^ b(%
) 1g I k 43 0 -
du.7 s. i iaN'f. 5 t c, $ 3 g s.
.o
$ '} .. t ,
z ykJ.Jb N w n
! d i e% r O l
=
)
1 @
%' 3 O 4 i
j k 4 d
- L p.
i 4t x 3 -a ' I k D. x} i I I ll k Y h - n t . .. V .. m w - t . . . . . . _ . . . . . . . . . 4 o a \o
' ruceo use s %fEWMt r*
JOSNO O 2 /d
- ova '"h Mw jyi db ce ao \U o OW-.
nov J/ ev il u h c sa w
' oin caecano em W h-l.t "4(4 1
1 i l
~ _ , s _ . .. _ _ . :a _2- .__ _ . _ , ,_2._. . __ __, ., , ,, ,, _ , _ , __ _ _
. s.;
~
~ _- _
> 0 bon,reis (N/w Ue hrm ) - a l 0 i Anne. Au ~nu (sss,c- r.s. n q . m e-k:e&A /aYM (I) gE ?. coWM'*d k yun /<r, (r) ,<(5) tj ( = t2c,1 L-le.d//,0wae,p.e44 ual 0
=h1t',E/5)/y L, 1 Y= *-ad.* > *I yw;~ (1) .
i E
@ Az ma ; ,,, , ,,, of -
t I m 4 yf G = </fraue ea;-( E s-ran g , f [j
" fy> it., k ri -<
v 3[ s t c, c 2 9.o x<os .
,_. - y r- pi n I-
& F 3 2 6. ; ,$LF[ 6:-ded.b de .w,<e
'4 d F, = L t & (t t 31 A_' ,7 }n A W
- e s -? deNL
- q (~
s
)a g4.
J l
;, py_,3 Ak 3 4
My' y p. y' E .tLP , i . F, - y g.2 gg ~' , g 5 -re m ,os - 3 0 F, , c, yF V L F
- p g C .
a - 4 g ( ,. . O .. , , 042 . 4 _ _ _ _ _ _ m _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ . _ - - _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _
, . . . ; .. .l , u .i .
. _ i-
~
- s -
)
, / m m,s n n D o 5. V
- V 3 ,I 5a 4
. V 2 +noD 3 C 4 14* .e ' _
~
N* Y 4 o eNN
}
\ f4 g M f
! C & 6 A NO g'
t
$ a$ n-4. j i.$~if
.n .jf g 5 -
i O 0: a i 1 n00 a f . c: 4 s -
+
) '
) & N k
4 Q S y A l %
- Q Y
q f
- O '
c u. o
] * \ N t . 4 l
[ k O ", 3 - 2l h: 1 J s' * { .
% 3" J -
"f '
. J i C d. k*& @
9 e i 6 g , .6 2 e tg V w 3 4
=
$ b
~} -
-~
4
- 4
- 4 I
%a V )
Tt 1/9 L O , C.9 5 E5 Su Mf* W 1 wg y 7,.Z6-96 RVf ~5-31-86 MW O2 'c -
- W ""
l i Rev O SM 7 SY
//23/f6
/ dTED MW CHECM80
%\ M OATE N d* _Q I
_s . - _ . x-. _ . a. v , m- _ . _ _ . _ _ , . __ , , - - - ., . .- -
~
O O . O ,. e hanne(, (1,rtener'.% ) 5 o + q No m s /7urres C Msc. i. c . t , \ . G .Q .f
'r N F y , ,,
canemsuca: b'hh y y fg (ega s f ) (eg ,7)l ] l c " 'fll'i"Ml'Kh
, Ces" 8)Ul +(qu<c) F f'6" (q,, B)
'~
j -
., c x g e k w$ d'"e . F
.f4 = (I - 3 Fg=(,b _.
c d
.) $
4 P C,,,,Cs, = coefria. w f. - 'sky G) fe ' ' fpd L.F i,g kp ,,,. L g' ps - L n . ,s @ ~ sc,s.9 a
- . a. n ,. n u= un w.- ,,, ->,.,,
, 3 r ., . . .
is olesi,J
, ~
c ; ! . N ' Ll +/Gr 9 Kei 9/i ka.@/ s .3. a , 0Yw cca s) '""* L
) A t
S f @R .
~
- a O. _
A 1 l
)
gn _ n, .
^
f> l( e ce g 4 h
*$ c a-
)
f)
) y o 8 e 4s (g
- hc-n s,. 4 o
o T ) a -- 2 t e n - f n y 6 ~ )2 > $*e f, - n a p g - e,, {e s n a - F, o w h C Ypr
. !l),e $ a n
g v , J, r -{fe . c a'3 m s o n s (f r o a e n t s I n a h .w [w m <T c t n e no N o^
- t .Lb geC
. Ck hun 83~ db 7a M y -
g o . 5Y .T~@pa.M JY
~
5 9' l y l 5iVe -
. y - i
-- 4 f" e
" " ^ ' ^ g - - - -- - ,
g bo 8 k w - i 4 .'ei* r. l
- i l'
{
- l g -
i o . -. o .- -- A
- e ds -
i B < W m- .
. e 9'4
%n 1
m k, w g o * % n l i wt g b bh 7%-
.W 9 Q ,
s
)
6I - h d ; ey .q s
.!r
$ Y
*=
h s c i
.%g
? -k 4, m 'k*
$J 4 V
- i. wE V
g 5
.tk t Y ,
Q - T + l 4 i w w in v
-r Q -
_ gt '~ ... s x
%s - >
4 vb y , _ . _ . _ . 5 x 7Z/6( o C/TF3
, .S u f @ y 5 0 3 7-
/ gw 3 ,2g,g RVP 3-38 f6 M M C h - # YO
.: o a yns we w+ wreu.$ -
g_w , g ,. , y. un c ==
.)
)
d O ec ec e ces sa gse n m
. - n.m a D ( . . _ .
S & .t 4k 4 E N.g - %? <
-~-
'.$.$ 4 5 $ v v g
L% % +w a, iA ; i OR
}
1 .e x 4
& ] .; x r *
}y$
s t
! ! j i L)i elj .i e p f D #k s ! D6 M v
- 3 2 # T N- .id .! ) :
, E d d *-
'E 4 3 4f3.d})#
sq x m 4 C .9
;. d. M \t \0 S' , ,, {I.Y ]
t 125 ,o 4 .. o s' o a 0 # a a ,, si ,, a Q., 4 n d @@ W 9 .C) z
~ e u.
/***%
x p s. , - C E v 4 i' n v e 4 5 fTe L s t
/ e d.
a p W a
- M [
M D @ N .. I t NN ,o
<t, N , r C4 7 W
M n { @ ', a 4& B3_3 i, o o y t. t,
~
- 4 . . . _ . W k.$ ?- _
A< m & L.? t ..;.2< a A 3 uY y &y _. p 2 = -- X a .T ' q , b M . . . _< TUGCo C 86T
\ SuPExost '
PAGt.
' * *H4 VL'i 6-1 'ab Joe se0 c'2 /J - c /
W b \ O
= 7=
UN U22l2(. am -
-A1%d
.- QQQrLJ CALC NO g-2t g g - , - - -
.-)- _ g- . - - _ . _ , . , - -
~
O O. O ~-
/lNsies (httuetes) .
5 ss .
- Avie Auw no u.e ,
@Y me ih foa. c h. .,,,eb
, , eysey+ un r, .,, .a '
- f; f Gu #) wn (q , [q b EcNoinc. Au~nste (eg s) :rs, pa.<. esee m. ,z etcr u3
{ " i h m
.g y 7c 4 /(r,) .
,; g F, e . c. F 3 + t. F
*ggg g p . ,
h= Pnecyle axb g c. w ~ s 4 . . .t.. O Q7 c,
._. g
- L - 0.<dI:9 .(1) y >
a C cn - w,e m G s 1. y kn l l C=4,4<asdb l} h [ss4/e- i.,euaca h $) Ak y i 87-o3., &
~-
W 9 ks. uuJ c, t= 1.0 ce s i f.ebrace y 5 R l' f & 4 *ftll (n l A ll y f1 l e v.ta z
\, t .
yy-(f T ),,* [
~
5 g
- x'*T-ilNTry Q .
~
, ! h~ sus e i for aata I c. ,p,lp ;an ' %s.4 l*I' -
+ ;,
cu,-u l h & , p e p . . < ~ r 1 (x /t. Im,. =) *aar p<w.eJ o G hen ~ Allownbb pg;k__.w~a,Ay
.mu C= . YF 4 nn. nw (LF, /. 375 ) .$ m ,.
4y { ..~ p ;sc 4 9 a s.s maJ~ g c = ,.m. _ . ,,4 . - , 1 i
a I; . . A S
/e, b./,-e-) ,
5 o - AEYb] I
<. Aform a, sso.o<t .TMi*EL <- C At.c_ pt - 12.' .
Nc E , N Comfresia n fn II l. "L (egn If f 0m yl ef n l'L b"
~
g h - ("$" ")[Fe', ., %ga s)
. A dym 90% ao auo.. .Js (~ vy,m hi-s ouieo., lei w-}4 -
lie uu f yro$$<it c. i.< , < Mw f% yaw.p f
- n <.
g (L Con,{ression / N1"'Dlp a Q <e e ,i m l 'L . ef" U k+feg it)f q s. o m
- GF)nf1 efH 8 1
- t 2
> $ f'" . .
lk a Sw a t- C4, d cy Ac% , G) . vF " 1 gg - - e .h < v i Apr 3 .f,, & n -c of f, 'n,,w ) C , CA-- 4 ; Es., l e,agt us c tr,,,;,i oal i Fe' lg 8 k
/
% f br <
YG <r%\mwm (LG t.D i eO .
\
- ,, p - f '
.j a
l . [hgn i k bg" may ' h + I k " 'M (.s _
^
.Dj- 4 minimum (L6 I.3?S)
A
.s e f w*
L . - - - - - - - - -- - - - - - - - - -
..y, 1 - . . .
g
.,. - a
~
. i 6
- _ . e
. I
/ - - - . ___. _.
{ - - _ . . _ 4 . I i
- % l 5 - ;
._] - -
--- g g j
I y
- J -. ._.
._ _ ,4- .
. _ . . 6
_ . _ _ - ._ e *= .5 R % 4 -. 3 E
. .e ..
N e J h e P .. J - a . .. . .
.... .$ 4. p y
_. 5a v....... ' y .._. _... _.V.._..s'...$
-...y D # _ .
.. -- . . . . .. g q . - - . . . . _- . . . g. ,
p . . . . p s =g s 2 5 5 ' e g 7 4 V 6 a SS v e . .. - . . .. . . . . . . . - - . . . . . _ w M V ... u . . g w g
._...y
_ . VI _.-.N (, ... .. p . .. .. _ _ .
. .. . y e .
. _. E . . . .I. .
._ . .. g
*.y w . . is
..._ ._.. ._.g.c _. _ _ _ . .
e P y o , I 4 ._ . . _. . . . . . =*_. . .
. . h .. .. .
& ,= _
4..5 .
. ~ . . . . . _ .
_ . 14 .Q - -. ...
..j y
.g ,-
.3m , ,
E e I 1 ta
/ '7tX (C C #f f7 5v r^c i% s r- N JOB 110 f./t. tc . cv c.,
< / gy c
-1 ,,
I a
T- c L,,,,e 6 (%, calul ho-r ) l
\ 0 &
- GHekt.
" 0) f 1, Pg 2 f ce i.,
sk { N;*?$ cy 7 (s)
'co = 4/(v)'ao) A3 , o A* y n e) 3 t Shore a-o
$$3 c,J A t m /h Lia lAsee. A srsa d die lU lC & eih,smk a Wt. ott puolle9 h b
, 'R peg sk g Joa.b) eli m h a n
, $ & Tu ff sig.
(r] - g +
, y ,$ (A/MPIN_C w.~.a in necow is-
.. a cs>
5
" n
) S = v.L nh ., a-r:o-3 m.dulusi 6) h p '
l a '^'* b if" b A) (I) wooseed of uncer;e
* J ' ' * 'F2 Nv fY ,,O& ' :}
' QI) dJ4 e g l> % @
~
J Tor stokd {g 5 >; 3 x Aj hgn n) 9 0 f, = ua, pin 3 c. @ .t ( .,4 x oP +-o <>.<-ao. ls ) (I) - g s - f3 c.rs b.. t Cr) 0 - yJarp;n)fi.n< (prope l sli AI.ess) o
= ,o,- fa; . ra .
S $ 10404 3 n b/f*
- l to o.< N; Kr e/ rea 4 claneef f*
- __ ____ _ - -__ __ _ _ 2 _
, . . . 5 *'*
S O \ g t--r V . M' o x a A'
+
Ot S i
= vi w
b i 4 - d . - - - a uco usa C( E d #* mno o7,o-owo "gk o gre va#c. # aww INPJEgy Ah cac wo g . == c c== == t wat o42- -
- ~ -- , , , . - , , ., .: .a . .. :__.. .... - ,,. . - - .
l L t
))
t A ..... .__._i . . _ . . . . . . . . . . . . . . . t gg -
._.._....._..;c... . .
w i
. ... . _ 4 . y . . . _ _ _. .h* - - - - - -
, 4. .e m v - - - - - - - -
~ t~ ~r <
g
~ ~~w.
pg i i
*- ~~ _ --
=
__ 1 ,-
< 4 .
t/) . . . _ :......_.... ., _ . . .. .. ,. 7- .
, ll( ., - , ., , . . . . . . . . .. . . . . _ _ _ . . . . _ .
y 5 >- . E .. . . . . . . _ . _ . . . . .. d .4. - . .,* , ,_____. ..- - _ _ _ _ _ _ _ . . _ _ _ . ,
.. g... L,, ..-
C- w.. .. . e CM 4 .
.K bL ..
_.....5 5 . . . . . . . . . . . __ _...p._._._ . _ . _ _ .. 4 - e., N, ... .. M . g 5
==
h)*
- g ---
( js g g g m -a e e N e tu. I
.ld '
.,,,)
%g q * ^'~ V . . . .
St \ g . . . . _ M M .LL'. N
,,',,, 'tl I
W s ,,
) J U, g.._. . . %_ l ..
_ .d _ _ _ _Q. q .. e
. ..._.._._.4 . . _ _ . - . _ . . _ _ _ . _ w ... _ ._...s..._.. .-
w . _. _._._%
. .a_... . __ _.
I Q I
..Q g.. . _ . . . . .. .. ..
_. - a u
.T _ _ . . . . . . . . . _...
. . . a .__. . _ _ __.
( TUGco, c PsR Su PFW!e:T " ww Hs.EG Rt r 931-n Jos seo o; ._e-a l 3-2>96 wW 3-U 66 g O " "O y p nev/ RVP w am c+ -- - bda Y bb Q2
- i. , . -ce
. . . . . . .. s ...-
_ ..e
)
_k m A y g .& ..C . . .. . . l Q. 5- .. . .. _
.s .d ,g . __ . _ _.__.__v._. .._ ___._. _ .... .
lr- . . . . N -.g . -
. . . . . t. _ . . . ...
4$N.. . .. .
. -_ .h . .. N X_ _ . . . . . . . . . . . . _
..g . _u -. .% . _ .._4 _ _ .) . .. .-
4- ** *
) ha .4f p')
..e -h 4. . .
I
. au? Y 1.W .._s
- h . . s. . _ _ . . . . _ _ . . . . _ . . . . .
Vp er a WN 9 1
.. "J N .
.n .. . . _ . . .. . . .
. . .- p . = . . . . . . . . . .
3 : . _ _ _ . . . _ . . . _. - . . ,i -- _ . . . _ . . _ . . . . . _ . _
. .o.
=+ .._ g&
m - 5 K ._ . . . . _ . .. . in N
\
V. Q. . ...._.
. .Oh
. .R
.c . ..... __. . . . . . . . . . . . .
,4 . . . . . &_. . . _ _ _ . . _ _ . . . . _ . . . k
s' g_. g g ._ . _ . . . g _ _ . . . . . . . . . . . . . .
. 4 g
%,) %q
-}.
3 .I 2 I y C d .E_
\ $
h e o t
- m '
Q
. . . . 1 2 .
- $ D
=
..._3 ,
8 .. ._ _ . i .
. ' y y
g TU0t o C fm ( act O o n ..._ ace no c2ta - 0VO l o RVP
& % L6*66 RVP 3 21 $4 w ec, 3 3 J-66 s -n-es O M "8 hg suv i / sv ' ama momeo emu Y %- Q 9 ,
e_. M e. .ap .m
--_a--'-a ._ - - - _ _ , _ , _ _ _~ _,, - , , . - - _ .
~
O O
' ~'
~O '
.T- ch,.,,,e /s (I <e-.a ,o., ) .
y . -
~ m.o o m,s,,
I . S k R L' ea m PRetssoN s A I
}- 't *K
- l + Fhgnisf g fegntg)f A
s s cv a, %, e .
, :)g .
n> c,- e> e< c~, - e, t - ' Q '6-e ) ; Ff 1 -
- Fv .
g 2_A) D,
! .r = c.a ((u:c.4, s;de CNa , C /., (1) .
'l :
5 jk l G'=
' 2actv, ytMLF k,<,LJ:o, %_L A
o p l3
\ ! .
d<&:, .J %
..r',
5 5 D ; a v<, a a 4> , , w . ,,.. .. a u ~ . a r..... a>
-TEJ6 sed cNg.y .
l s y l lGy n )I e l(etn n) kern ziYmn is) 2. __ ).O s y; ;
. c. a,> w 0,a .
g s
- i
~ ~-
'. >, , .. .:. a . ._ . . . .
; ~.
L, w i A i m .-
.- _ _.- - . - ..$y f
6 -. . . . . . . . . . _ _ . . . . . _ . _ _ .
-- = - . - . -
i . . . . _ . . _ . . . ._
. . . . . . .. . . . - . g %,/ .. -
1 1 m4 .- Q
. Es 4 __ %* _. _.. .
. 4 .. .
. . . . . . . . . . . _ _ _. h - ___ .. . . . . _ _ _ _ _ .
.Q
..._..__..-_.__..___._..en .. ,,
. .N '
..._ .. _ . . .__.- ___..4 . .. .
et ; __. . _ . .. _ . 5 g
..__ g .._. -_ ._.
.s * %
O< O r - n
.. h .. . . .. .. . . 4 g
... N . p e .. _
g ... .
-.}
* . r.*
1 g ( m f* { <
. .g .
g. A ,/,, _ ___ .s. { . . _ .
.. T . . . . . kM N J 9 th . %.
4 @ T- 4
% < 6
'E V V L ,
q N h
! j 8+ h.
1 x
=
2 g
- g @ <;
t 3 y .u < . g .* 4
\ k .. .
Q,. R .%$ s
,Q i - -.
<f f -
qu - W y _ a .
..4 - - . ._
. , \7 - .
s .. N ;
._ _ _ . N' ._ _ _ . . _.. . . _ . _ . _ .-,
' ~
- 3. .
. .... g . ._ r ._ f _ . ..
g+ x > j
...__..( .
. . . .. . . . . . . .. . . .g N _..-.__.__________.__ . _ . . . . - _ . . . _
4
't 4 ' $ rue. t c c Pst'"5
( 6 w- G-u-% 6/9 g.11-86
- u psrr h s r I wix 3 -7.d-4. RVF 3- 3 i- %
O memo ot ro-ovo enssno g i O RvP v ., 7n% Wu_ 3 2 7.g gL W %-11 Wz . l l l I l ,
% al. . , . , . *a 'e
)
0- w<is c-k I 4> -s
% n/ody' 1'f, Esf Cs' 03, ye imyhnum A rlars
($ .) inoy k ca/w4 bd' x S//ows ~ [= Me. C , F~ L Aw {s M c. C y_ , &
- ro 4 -
{= 5 y /% Ms Aw su su h)ltut di po , sno / w // m H~1 L-ob (hJ% 0, sg -= c'/s -2. = b A ' = G - (c.# + 3a to' ) /(, Aa = 2% ""'" ' d, = 0 2. c,= 4/2- a.
,[u c- Se<M r- w,# pHuns ..l# d7(
$ 2 o b t b'/(a ..
- (J/b M k E A* (dh +aY[3 (k 4-ad
~
7 o, we _ o & w - (TA + b ) g 4 S M. 6 RE y' e c a +b) -- - l c,=.6]z.'* Q b y A w ::. p n + b .d
'f%C J O' '
I ww 3-284b RvP 3-3i % W65 U-f0(,'T ace no Alu .oe Pau O WM 7h'/66 TYd.- % Alb
== - .= ==
W- Q F N "O 2 .
. . a . w. ., . ..- ..
1 Sr 80s (Adr W 0 fN M S
$ = 4 + by3 Ag s h4O
_5, = o b + a */3 3' = (6 n Yl(, ~ z, S/I ct= % - A g w :.. , . :. a . b d jW/A$ C f' iVt
** wino N P1s Os D I
v d\ 04\15
,2 et ,
t gilt Tc= (J.r f h * [s ) W Tg 2
% Q t r.,.4 :r % 3 o 55F[
a .. I I w o <0 O' O r u LA-- 3 -25 4 P'j P 3-3' 35 Q K Gfo W Joeno 014 *) -O* J M A.18- - S////$ -i Y c. WeL %Q ""
- - c, l - 5,1g ut.-
~ , .--s e m ~ - - - -
$ e 4 b b .h. ,
, 3., , .. . .. . , -
.,g, ., ,,. ..
,L t 4 '..+.8 .- .
a.. .. r .-
^
._4 4 ses . ,
t s 'j , s .~
- )
T Wr. AcMT1o rd Trt M 5FoA.rw Art ads WO
\ WELO o A.u_N TW D od $ M6 4McW d ed "ThtC MD uoWiM4 PAf,G5 T
Y s l j ' I
'. . \ l
. i l
i i . 6 1 1 j
. l l
l g 7LK.aO . C./16 SUPM >0S T P Jos no c2.to - o va
//z.2/pc ww mula y Ah w no "$
0 c4 W l h mv (se 'ohn eneenso em i M-O qt l a ** + e e t . , , ,
* - e p4 ,, ' , * , _ _ _ . , , _
.w. . .
N l0-f U 5 . m n b -X e =X -
/ I e
/ I-'
l Z Z b ELD IN TE X-Y PLAE ELD IN TE X-Y PLAE PARALLEL TO TE X-AXIS PERPDCICLLAR TO TE X-AXIS - 2 E E f -
/ / t
/ -
r' J x n
.O '
/f *
/ / x{
Z 4 e Z // b ELD IN TE Y-Z PLANE ELD IN TE Y-Z PLAE PARALLEL TO TE Z-AXIS PARALLEL TO TE Y-AXIS ~ Y Y g g ,
, / . // * .
\
i
/ *l / / - \
. ! 2< =
a Z<: : ELD IN TE X-Z PLAE ELD IN TE X-Z PLANE l PARALLIL TO TE X-AXIS PERPDGICULAR TO TE X-AXIS ; ( o,g ,, n 9< , y r +' & lou. l M4mW av 5 \
~-
Tl1GC.0,C 85 G O' SUPDLldsT meno Ozio -o vo ****y 1 o DOL
- g-thskt wn w.
2 M es WQ A,q or R
'***' 4 - , * ,
p O- y< a y 1
-?-
b
) =X -
l V
/ (=X l --
i
/ /
Z b _l : I Z ~~ ELD IN TE X-Y PLAE g TO TE MGS l LEGS TO TE AXIS ___ m f - m Y. .
/
/ / [I / '
u b= -x - , t
=
0 (/x
)9/
O- Z
/ -
Z I f ELD IN TE Y-Z PLANE LESS PARALLEL TO THE WELD IN TE Y-Z PLAE . Y-AXIS LEGS PARALLEL TO THE Z-AXIS Y Y m g a g
/7 -
e / I . / -x
-~
/ /
/ -
(x . Z
/ Z /l. -
b '~ i ELD IN TE X-Z PLAE ELD IN THE X-Z PLANE -" LEGS PARALLEL TO TE X-AXIS LESS PERPENDICULAR TO TE X-AXIS -
=. _.
TOGCo o c.95c5 C UPMPosT O Mt //2 3 /n, wv moh db Jossoo o a la - O v ; w ao P*Y ea o av4 ' sv 'em onecan om yi W $AD $l' i . ..
- ^
9
)
Os v
- a .
b l L s I -(X z l =
* =l ELD IN TE X-Y PUJE !
y
- 6 i '
O ,, / / (* z WELD IN THE X-Z PLANE 1
/'
- ) .
()
/
4 lY ELD IN TE Y-Z PLAE
- \ so P&Potr Joe no 0 210 -c vo P*
w no h mv f OW llt3 $(o alA) %e\t% ev om cuecuso em G i Qbh W M-l'l- "g}b e
' N--+e- '- - - , , - - - - , - - , ,_._ . , , , _y
4 . .. m.w . , _. , , ;. .
- a. I- I
.2
( ) -
) \
g,g ned TKh)sFeu+T!c d3 g . .. . . . . . .- . . I A'e "4A I & +'2. A g ~ { t o , t o_ . p:.
$ ,y
~
~
6X Ey
.p . ._.
r>- V/...... .~rs .r. # rc, F , #x .. F s Fy' ../,,, - p.py # q Y'Y * ._
' ' ~
L a Y*Ys c- _ _Fgr g, y,f F ,g,s
.. . MafM[ M p M , f ._..
.. g . g < f, Mc s 6 [ __
y ..
. . . y.mf. '.- ....
.g.. 9 .y f _-. .
g,4 m g Mc.=g M.'.._.4 4
. g$ ; g /. - .,,
. . . .. . . . x . . :.
IE e2.E 18: + 1 p" . ' 4-5 r 6 :: &/- Ic *7 Il Fe
~
l . Fs s r, / h p ,,- y ,.,/ F,/ ..W -. . . - - - Ars hir4g p
*e., M 6 ~~
7
%'M Me, m, ,. .
p g '/" s
- 3~ A. .. .. . . _3 6 . . .. _. ___.3c. ~ .-. - _. ._. . ..
Fs =g P - 7g r p.,/ _ .C c, = 5.. y
\
6'F* y p, y / Fs r F, /**' F.,nf, Y e c _ .
.F" , Ep ,,._.. ._.. A
- Ig
~
_ .. % 2 4 '
.-----Q g x .& , .
M <. 1 4 r . __. _ _ _ - _.. . . . _ 4 , . k 8D/ , -. :_ . . . . _ . . . .
'--I
. R .M,b .,- S& .,, - 64-YFM l , i
..4
__ . 7 _ . .__ 7. . _ _ . . . . . . . . ..
, g_ _
i
. .. .. .,i_.. .
.. _ i I i l
-futsc.m C#5 t't
' s 109 A PO ST Joseso o f_,o - o cy e n (lW //23//(- in
=v y av 'em cc C 9ll*/6i & W CM ***
r: om L
~$-O qz,,. '
1 1 I _, . b ?_ ,_,.,_..j-. ~
. . - . - ~ ~ ' ' ' " ' ' ' ' ~ ~ ' ~ ' _
-t-----
...s.. . . . , ,s
( -
) -
" * " " ' ~ " ~
O s Sustifs 03E TW ouT NJT CA4DJ s
,% IY?UY p ,,,
DATA SP PtLTI AWDJT DAt$ EXT %N nod ir SME5t (t*d C V M
\
3f ouT 90T R EDPo st.T-j
~
s l W6(o . ddC O SUP & sT JOB NO 07 to . O yo PAGE hb O
/ JMfs W
< go -
Ml#l6( LEW M NO A-tL g.
- - - - , _ _ _ - , - . . , . _ - _ - . _ _ - . - - - - -_L ._-. . - - - - . . _ _ . _ - - . -- -
c- . - 1 i .
' ""'"*^" ' " " " " " "
O w ess unm u - s . We w m.tvr b 9 1
. l
. . l e
I l l w l m l O i
..e . . . . . ....p. i l
1 4 StJADQ M T Pm n ual dun ww on 1** > Jos no c2 f o - o yo
- v- i.w c, IN DLL'F L m-Lt oeJ,p
. >.a. . - . .
- (. . .I
. W.0 I 4TEllld M. 5 TOLAW S r R V c.7U # t~
TMCtUOfD .XM twt.E Nakdd b ytukimbon 'm s m e. w w r o i, - l I 1 i t 1 s T 4 i l, 1
.. . . .L _ . . . _ - . _ _. .. .. .. . . . ..
! 1
, I t
. . .. .. 1
! ) i l .
"IIIGC O , (_8I E
\ Co#L~X Nf Joe 880 e7 /c -o yo **
4 == @ e de c/- ilu/rc
# e/vu YEW M 't.4 / "qt i
l l
~
. .. . .. .. . ..x - .. ..
)
90 P R.o (,,,RM VW AJO UW A. 'f'4 sTRUCT70d
' CM Ltu C G r aJ M O1W MM4 Arre m eW7 h.. .
l r I
. A t
i i i -.'----. j
... ... . w .. . . . . L --- --
. . . . . . . 2._ . .. . . . - - . ...
;.s . . -
l l t f .. . . .. .. . . _ . . . . . - . . i
,l t
M CC. f M% s !e.)9 M #017 Jo M o anz. w/rs w 2 \,. Iso ygA}1 c"nc" 880 0 2. IQ - o 4 Q W qu 0\ y= ' su cc om W
.-,,,___4 _.[. _ ' , . _ _
, . ~.. -. _
( '
)
A9no 4EF5x c>vcg5
- 1. 0 %uPE7t.9//f [MM2-c C0/PdALA11cd AkV 19 A. \
l 7,..O TMfg% C$L , C2IQ 7 0yQ /91 * /1,, " Qu As,.iF o@&
'OtoLG~OU$63 FOt. CA48 ( Q TRh4., ,$yfl*tsKT* EVM,,.uArt06)
A M. O ' ~ ~ Zwil.c. Atatter .rdsritu;.rtchs $7.91- Rit .Tod
~
l 3o ' 02 to.-o ya Md f. . .. 1
~
Wa O M d>C. ILA-rJ TA.) s Tf TU TE OF STEEt Lod STR ut ' nod Y [O- - - . . . .. S,o OG5 scad oF v,siL0iv ST!t U( TVM5 fW OMEX W. ! tit.ocr,eii 3 5CGhod ') . Y . l h.0 74jtch %dru di.-3 P2-o2j74 # ov/p-o/o I O~ l l i l - i ..
)
' I ' i I i l I , Il . ..' .I i,,,
' 'd I i ii ,
i i , i I * , I . , , l
.. .. .. j
! l . I ,
. I i . ! ! !
j i .l i
.. ... . .. 5 i
I l l 11.h L 0. L / M
\. sufnkAcst N JOS 8e0 c1/c - o +/o M 880 O M 8/11/96 M 2I N mv /w ' asa assons om i F M-N 45 l Y I --_ _-_.-.__,---_--._-_-,J~. : ._, '
, . ..&' n .. . . , . . . I
. - COMPUTER PROGRAu Q ,
MAGI.El.ekkl431Qfi.#O CLOSEQWT . l Program Wase$ snprnonMT- 1A Versles IS's Versies Dete 4/4"*"
, System "-
Error reestification Identified SF John A. Ramuta/ED/MhE/D9 ELL s (iaeines divisies/
, regiea/sessany asse)
Description of Errors The interaction ratio value is compared against the load factor instead of 1.0 for the PASS / FAIL indicator. 1 i I 1 1 N ' / [$ (, SUPS Dett I terer Classent l j Closeest Aeties (eempleted): - l This error has been corrected in SUPERPOST version 2A.
' > hl~
, Prejest Sagineer 04se
{ (add additieast sheets if necessary) '
-.m-_ . _ . - _ _ - _ . . - , . _ _ . _ _ _ . , - _ . _ _ , . _ , _ _ _ _ - . - -
r _ _ , - . , - . - - - - - . - - . _ , .- - .- y- --
,~- .. . l
, , g, . , .. . _
9 g__ SUPERPOST g 1A-001
, M. 1A gg 2/21/86
Description:
+
f The interaction'ra,tio value is compared against the load factor instead of 1.0 for the PASS / FAIL indicator. ' Susmory that should ofbe thereviewed: types of onelyses that may be offected or results All problems for which the load factor is greater. j than 1.0 . t Reconnendotions to Progran Users: - t i
~ SUPERPOST version lA has not been used for production,
.' for all future evaluations, the user must manually check the interaction ratio value against 1.0 .
SUPERPOST version 2A has corrected this error.
/
\
l 1 av:Projeet N4h3 Engineer 4:k m IIIC( ^
/Dese gA' Manager' Alsin O'atd
_____1 ._. _ .-_:c _. __;_ _ -- __ _
- --___.---______:.u__ -
- n. -
__:__..___ _.=-____..__.
.:. . :2 . r ..- '.
r.
- ' - . . . .. c .-.
)
SUPERPOST USER'S MANUAL. VERSION 1 A e 0 9 f I t. l
}
Manual No. -- i x l G 1 i e f .I
. . ., : 's. .
. t : . ..
dh ' L%PEli-w O APPROVAL COVER SHEET client: TEXAS UTILITIES GENERATING COMPANY Project: CPSES CABLE TRAY HANGER QUALIFICATION Joe Museer: 0210-040 Titie: _ Suitin6T USER'S MNtJAL
" l' SUPERSEDED The work described in this Report was performed in accordance with the Impell Quality Assurance Program. The signatures below verify the accuracy of- this Reece:
and its compliance with applicable quality. assurance requirements. Prepared By: Date: Z./Zo/86 Reviewed By: 64 I Date: d &[86 Aporoved By: . c o; Date: 6!Ad - REVISION RECORD l {
.Rev. Approval No. Precared Reviewed Acoroved Date Revision A Y,$ '
ggt 0Y - 6 l l 4 . 6 e i
- ; _ .._ .. . :_ . - ; , t. .u . . e- . ce. _ , _ . ;4_ , . , .
;. . SUPERPOST Version 1A March 1986 TABLE OF CONTENTS
' Page 1
1.0 INTRODUCTION
2 i 2.0 SUPERPIPE REQUIREE NTS 3 3.0 SUPERPIPE LIMITATIONS
~ 4 4.0 JOB CONTROL LANGUAGE 5
5.0 SUPERPOST INPUT DECK ' 12 6.0 SUPERPOST OUTPUT 13 7.0 SUPERPOST CONSERVATISMS 14' 8.0 QUALIFICATION CHECKLIST , 15
9.0 REFERENCES
APPENDIX A: GETPROP User's Manual APPENDIX 8: GETPROP Library APPEhr)IX C: Weld Types . e
\
e e O
.,-__-,_,-_.-,9 ,,,. , ._- 4 g ( " . , , . ..A ", ' .'- - . 'N N la . g
/s> ~ '. mm u . . '. ,.
.f , ~ 7 { 1
~-p , -
q l
. SUPERPOST Version IA l March 19J6 l
1.0 INTRODUCTION
Evaluations of cable tray systems have conventionally been perfomed using equivalent static analysis. To minimize conservatism, ImpeT1 performs dynamic analyses of these systems using its finite element program StPERPIPE. SUPERPOST is a post processor to SUPERPIPE which extracts qualification data from SUPERPIPE and performs a code qualification of each support in
- the system.
- The SUPERPOST input deck is generated interactively using Impell's SUPERPIPE preprocessor HANG 10 [Ref. 1]. The use of these programs automates the qualification effort thereby minimizing the cost of -
performing' evaluations. Output'from SUPERPOST consists of a qualification report for each' support in the system. The qualification reports contain an echo of the SUPERPOST input deck, a tabulated listing of qualification parameters, a susunry of member forces,and support reactions, a listing of stresses in structural members and welds, a comparisor of member and weld stresses to allowables, and a qualification summary which identifies peak stress ' locations and qualification status (i.e. , pass / fail). . This manual describes the proper use of SUPERPOST. Section 2.0 describes. SUPERPIPE requirements. Section 3.0 describes SUPERPOST limitations. Section 4.0 describes the required job control language. Section 5.0 O describes the input deck and Section 6.0 describes the output. Section 7.0 describes conservatisms inherent in the program. Section 8.0 presents a check list to be reviewed to ensure that all SUPERPOST parameters are considered properly. , I l O
.._Y.__.
b ~.1 $ _. ,,,,+E ,, : j l($ '
'J
' I_. *
, 37 j ._,
.) .m., _
- c. - - ,._ ..
. _ - n .:. v: ,. .
'i .+- :.l a!. %~, a~ - ,'.'u.>. G : t ., . n .1 NF * *e .- Ti .L L L '- : - : ~ / e. :. . :s .
j SUPERPOST Version 1A March 1986
- 2.0 SUPERPIPE REQUIREMENTS .
SUPERPOST extracts qualification data from a c'opy of the SUPERPIPE analysis output file. Therefore system geomety data and all relevant load cases must be contained in this file. SUPERPOST assumes that the following units are used in the SUPERPIPE analysis:
- Nodal coordinate data are assumed to be in feet.
- Member forces are assumed to be in kips.
- Moments are assumed to be in kip-inches.
- Cross-sectional data are assumed to be in inches.
SUPERPOST assumes that the minor . axis of each' member is the SUPERPIPE A local y-axis and that the major axis is the SUPERPIPE local z-axis. warning message is printed if this convention is not used. In such instances SUPERPOST will give erroneous results. a O .
\
e g I e e O
- 2-
. _ ~ . _ __ _ _ . _ _ _. ._ _ _
,. - w ,, - -
- p. : .. a 'e e x. a.w. . . c .
. . . ; .m. .
- v. . , ,.
m ; . .. . . , . , SUPERPOST Version 1A March 1986 3.0 SUPERPOST LIMITATIONS , SUPERPOST is a project specific program developed for the qualification l; of cable tray supports for Texas Utility Generating Company (TUGCO) and therefore its use is restricted to this project. l Qualifications performed by SUPERPOST confom to the requirements of Impe11 Project Instruction PI-03 [Ref. 23 including the AISC Manual, 7th Edition (Ref. 3] with the following limitations: 1 =y Welds are assumed to be filet welds made from E70 electrodes. ,
< - Structural components are assumed to be A36 steel. j
- 'Only channels, angles, and T-channels (Tee's composed of two channels) may be evaluated using SUPERPOST. ,
l .- Only the members listed on the SUPERPOST output meeting all the stress , criteria shall be considered qualified. l ) - ' Base plate, base angle, anchor bolts, and embednent plate qualifications are not perfomed by SUPERPOST. Loads acting on these
)
items are reported for subsequent evaluations in their respective - local coordinate system. , t
- SUPERPOST is verified for use on the Combustion Engineering CYBER 990,
~) Version 2.3.of the NOS Operating System. Use on other computer ,
. - , systems is not permitted. l e
f j . e l P .O ' . l - 1 i l , = . . ., ; ; a . _ = , - . . , _ . .. . .. .. . .,, ~ .. ~ .. . . _ . . - . . . - . -
. , ~ . . . _. . , -
. 7 ; .
, ~ . . . . . . : . >. . . . .. a , . . . .e .. . .
~ I'r; SUPERPOST Version 1A 3 -
March 1986 9
~O 4.0 J08 CONTROL LANGUAGE The SUPERPOST input deck will generally be contained within the SUPERPIPE output file. However, as an alternative, the input deck can be read from a separate data file.
If the input deck is contained within the SUPERPIPE output, the following Job Control Language (JCL) will be required (note items in brackets []
; denote user input):
J08, [ time limit], [ priority]. . USER [ user name] CHARGE, [ project], ,[ password]. [ job number].
- ROUTE, OUTPUT, DC=PR, UN=[un], ST=[st], FC=[fc], DEF.
ATTACH,POSTLG0/UN=CTDATA. ATTACH, [SUPERPIPE output file].
- POSTLGO, .[SUPERPIPE output file], OUTPUT.
RETURN, POSTLGO, [SUPERPIPE output file]. DAYFILE, CUTPUT. REWIND, OUTPUT. EXIT. 3 If the input deck is not contained in th'e SUPERPIPE output, the following JCL is required. (Note execution of GETPROP (GP) (see Appendix A) is included in this JCL): l'.O, - J08, [ time limit], [ priority]. USER, [ user name], [ password]. . 2
. CHARGE, [ project], [ job number].
ROUTE, OUTPUT, DC=PR, UNa[un], ST=[st], FC=[fc], DEF. GET, GP/UN=CTDATA. GET, PROPLIB/UN=CTDATA.
- GET, [ comment cards].
GP, [ comment cards]. > RETURN, GP, PROPLIB, [ comment cards]. 1 REWIND, PROPOUT. ATTACH, POSTLG0/UN=CTDATA.
! ATTACH, [SUPERPIPE output file).
POSTLGOl [StPERPIPE output file], OUTPUT, PROPOUT. RETURN, POSTLGO, CSUPERPIPE output file].
; .DAYFILE,. QUTPUT.
REWIE; OtfTPUT. EXIT. , t i i l0 ,
. ;; .x ve . a = z. . = . = ; . ,- = . - . - . . ~z.-.=. - - . - - . _
.m , n ; we . ;,,. . : _. _ . , . ,
~
- SUPERPOST Version IA March 1986
, 5.0 SUPERPOST IWUT DECK .
Every cable tray support evaluated by SUPERPOST will be defined by the following categories of SUPERPIPE coment cards.
- 1. Support
- 2. Run
- 3. Member
- 4. Section Property
- 5. Weld
). 6. Anchor
- 7. Loading In almost all cases HANG 10 Ref. [1],will automatically generate these i
cards in the SUPERPIPE input deck.
; For each support, the above groups of comment cards will be written to the input file in the order shown. Below is a detailed descrip. tion of ] each of these categories.
h Comment cards are free format with fields separated by commas. Comment j 2- o cards will generally start with the characters "C ". Comment cards starting with "C+" indicate that the following card is a continuation card. All blocks of comment cards contained within the SUPERPIPE input deck must contain an even number of lines of input. A blank comment card may
- O be entered to satisfy this requirement.
1 i
- 5.1 Support Comnent Cards I. Definition of a Support: all st'ructural steel components and welds i
that belong to a single hanger, i 1 Cards Required:
- 1. C+ SUPPORT This card indicates that all comment cards following (up to 1
~
the next card with this format) are related to a single l support. I 2. C-support name, support type support name = The SUPERPIPE miscellaneous member group name I which corresponds to the support being qualified support type = A support type identifier from HANG 10 [Ref.13. This identifier is not mandatory. 1 i 5.2 Run Coment Cards Definition of a Run: a single continuous structural steel beam O. consisting of one or more members. 4 4
~
_1_m --s ._P',h*d-., ' . . , , lU.7.f 1.[ , . C w O L_.' 8I .%. , ! c ., , J.,
, , , . . , , , ,,.-,,,.,___,% ,+,,e._,.,,..,-,.,,,,,___m.,. '
,._,.,,,,_ve._,.,w, , . .
. . . r
~. . , . . . . . . .
a SUPERPOST Version 1A
- March 1986 Cards Required: .
- 1. C+RUN
- 2. C-run name, cross-section type, cross-section name, K y , Kz. Lr run name = a 4 character name which uniquely defines each run of the support.
cross-section type = CHANNEL, ANGLE, or TCHANNEL to define the cross-section type of the run. cross-section name = cross-section , identifier, 8 characters { or less corresponding to the SUPERPIPE cross-section name. K y = K factor to be used for' weak axis buckling
. calculations. ;
Kz = K factor to be used for strong axis buckling calculations. L = unbraced run 1en th in feet to be used in flexural . buckling evaluations fdefault is the entire run length).
. 5.3 Member Coment Cards ,
Definition of a Member: A SUPERPIPE beam element which spans a single pair of nodal points. Cards Required:
- 1. C+ MEMBER
- 2. C-member name, 1-node, j-node, C,y, Caz.Wfi .W fj e Lm ,
member name = a four character name. Member names must correspond to those used in the SUPERPIPE analysis. i
. 1-node = starting node of the member j-node = ending node of the member C = coefficient to be used in axial compression and . t bbding stress interaction for the y axis, (see [Ref. 3],
Section 1.6.1), (default value is 1.0). Caz = Same as C,y for the z axis. l !O jN. r
&v , f - ,.r- w g, --vy .-.-,----w. ,-- .e + - gg As. -,r--.9 - ,
,-- ,. 9 y ,--+- ,
.b. ,
., , Q ' ' f , ', "'
I SUPERPOST Version IA March 1986 Wfi = a flag indicating the boundary conditions for warping deformations of the flange at node 1. If the flange is free to warp (i.e., at base angle attachements), then a value of 0 is entered and nomal warping stresses in the j flange are neglected. If warping defomations are i
+ restrained (i.e., at base plate attachments or at internal nodal points of a continuous member) then a value of 1 is entered and warping stresses in the flange are considered.
This parameter is applicable only to channels. For angles and T-sections a value of 1 should be entered. Wyj = Same as Wft for node j l i L, = unbraced length in feet to be used in lateral torsional. buckling evaluations. 5.4 Section Property Cards j
^
Description:
These cards are used to define section properties for all unique cross-sections used in the ' i analysi s. They should appear directly after the member cards of the first run which utilizes the' ' cross-section in the input stream. The cards should not be repeated for subsequent runs which contain the specified cross-section. i Section property cards can be generated using Program GETPROP (see Appendix A). Card Required:
- 1. C+ cross-section type, cross-section name The following cards are required for the following cross-section types:
~
Channels ~
- 2. ,
C+ A, d, b , t , f f t,, d/A f, I z
- 3. C+ zS 'zI ' Iy ' SW'Iyf, ry, J
- 4. C- Ay , Ag , dAf , Fj , F2, F3 Angles
- 2. C+ A,d,b ,t ,I ,5 ,r f f g z z
- 3. C+ yI ,Sp,Syf, r y, J, C,, Ay
- 4. C- A z T-Channel s
- 2. C+ A, d b , t ,
f f t,, d/Af , I, j 3. C + S, , rg Iy, Sp, Syf, ry, J ^ l
- 4. C- Ay , Az , dAf , Fj , F2, F3
. - . - w . - - - . - _ -_: -. :. - . _ ~ = .. . = . =.=: .
- . - _ . _ ~ ..
, . ., c.
. - u. s ,
- u. .
SUPERPOST Version 1A March 1986 i The x, y and z axes must correspond to the local x, y, and I axes used in the SLPEllPIPE analysis. For proper use of SL?ERPOST, the y axis must be < the minor bending axis and the z axis must be the major bending axis. 1 i Definitions: cross-section type = CHANNEL, ANGLE, or TCHANNEL to define the cross-section type of the run, cross-section name = cross-section identifer, 8 characters or less corresponding to SLPEllPIPE cross-section name. 2 f A Cross-sectional area (in ). d Depth of cross-section (in). Use 0.0 for angles and T-channels. b Width of flange for lateral torsional buckling (in). For angles
, f "
use the minimum leg dimension. For T-channels use 0.0. . j tg Flange thickness (in). For T-channels use maximum flange thickness of either channel. For angles use the leg thickness. t, Web thickness (in). For angles use the leg thickness. For . T-channels use maximum thickness of web of either channel, or the thickness of web plus the thickness of flange at the junction of the composite section. d/A.7 Web depth divided by area of one flange (1/in). Not used for , - angles. For T-channels use the maximum d/A f for either channel. Iz Moment of inertia about the strong geometric axis (See Note 1)
! (in4).
S, Section modulus about the strong geometric axis (See Note 1) 3 (in ), r Radius of gyration about the strong geometric axis (in). For z angles use radius of gyration about minor principal axis. For I T-channels usezr "IIz/A) where I, is as defined above ' and A is the net area of the composite section. I Moment of irertia about the weak
- geometric axis (See Note 1)
- 1 4 (in ).
S Section modulus about the weak geometric axis (in). For . yf channels, S is calculated at the end of the flange. For yf angles, Syf i s calculated at the end of leg. For T-channels i see Note 1. O m
. - . ,I- ,,g-.---,-c-- - , , _ _ , .--------g, g .,--,.g
. ,} . , , . , . _ , , . _ _ - _ _ _ , .-,-~,.._...-g- 7,w ,.g , g..,) -M-_..,,,-,,.,r--+,,-
NL_> ... . '. . i a SUPERPOST Version 1A
- March 1986 l i' 3 S Section modulus about the weak geometric axis (in ). For l p I channels S y , is calculated at the web. For angles and T-channels yS , is equal to Syf. ,
r Radius of gyration about the minor geometric axis (in). For . j ! angles use radius of gyration about the minor principal axis. For T-channels useyr = (Iy/A) where Iy ! is as defined above and A is the net area of the composite
~
section. 4
. J Torsional moment of inertia (in ). For T-channels use the !
sum of the individual torsional moments of inertia. f C, Lateral torsinal buckling factor (kips /in). Not used for channels and T-channels. For angles , , 1 r TTVI.,;n 7- G _ , C* = Smy 42(I + H l l where I,gn is the moment inertia of the minor principal j axis, S,,, is the section modulus about the major
. principal axis, E is the modulus of elasticity, y is Poisson's ratio, and J is the torsional moment of inertia.
A Area used to calculate shear stress about the local y axis ! 2 j (in ), ' A, Area used to calculate shear stress about the local z axis (in2 ). Depth of web times the area of one flange (in ). Not used for dA f, angles. For T-channels use the minimum value of either channel. Fj Noneal warping co' efficient. Het used for angles. For channels 1 i F, = y v2.w zy /r H where tems are as defined above. For T-channels use the maximum value of either channel. e_.%- .~,--,,----,.,4. ._,-,,-.,-,+n . , .w.+-.-,,..,,,-p .-m..'}.,.s,,,! , - - , - - , , ,
_.y _
. ~ . . u. , .: ,. .
SUPERPOST Version 1A March 1986 F 2 Ratio of warping normal stress in the web of a channel section to the warping norinal stress in' the flange. For j channels F2 * "no/"n2 #'" "no and wn2 '" t defined in " Torsional Analysis of Rolled Steel Sections", Bethlehem Steel, Ref. [43. Not used for angles. For T-channels use 1.0. F 3 Torsional rigidity ratio. For T-channels F3*
~
- max (J),J 2 )/(J) + J2 ) where J) and J2 ""' th' l torsional . moments of inertia of the individual channels.
For channels use 1.0. Not used for angles.
! Note 1: Composite action of T-channels is neglected. It is assumed that each channel acts individually in strong axis bending.
The contribution of the channel in weak axis bending is
.. neglected. -
q . 5.5 Weld Comment Cards
Description:
To input weld data for qualification. Cards Required:
- 1. C+ WELD .
I 2. C-weld name, weld type, member, node name, end, a, b, t, weld name = W1, W2,..Wn; unique for each support weld type = 1 A, 28, etc. (See Attachment C for a definition j of weld types) 1
! member = the name.of the member containing the weld to be evaluated l end = en'ter an "i" if the weld is at the i and of the ! member. Otherwise ne' ter an "j"
- I node name = node at which weld is located.
1 a = length of weld pattern (in) b = width of weld pattern (in) l t = thickness of weld (in) lO l l i
- _ , - - ....,,.A-_'n__..-_,,___.._.___ _ -_ . _ _ _ _ _ . _ _ _ . _ - _ , _ , _ . _ . _ , . _ . , . . _ . _ . , __ , _ _ , _ - - _ _ .
,y . . . - . .
'c..9 . , , ~ ' , ,,
.. -l t
SUPERPOST Version 1A
- March 1986 l > 5.6 Anchor Comment Cards
Description:
To have SUPERPOST report reactions at anchors. Cards Required:
- 1. C+ ANCHOR
! 2. C-anchor node point, anchor type 'i.
anchor node point = SLFERPIPE node name at the anchor location. . anchor type = SUPERPIPE support type (i.e. ANCH, $ NGL). 5.7 Loading Comments Cards Cards Required: l. 1 1. C+ LOADING
- 2. C-loading case name, factor, member name, node, and, Fx,
- Fy , Fz. Mx My Mz .
i loading case = G+S, G-5, etc. as defined in the SUPERPIPE analysi s. 3 factor = allowable stress increase factor for the load case
! as defined in PI-03.
1 Note: The following data is optional. This data is required only if member loads are defined by the user: l Member name = the name of the member to be qualified i Node = node name end = enter an "i" if the node is at the the i and of the l
! member. Otherwise enter en "j" l F, = axial load in kips (positive for compression.
negative for tension) F = shear force about weak axis in kips lfi y Fj = shear force about strong axis in kips M = Torsional moment in kip-inches x M = Bending moment about the weak axis in kip-inches. l y l l M, = Bending moment about the strong axis in kip-inches. l !O ! - . 11 .l I~ . .
- .- .c .. s x - ., .. . _ ..
SUPERPOST Version IA j- March 1986 O 6.0 SUPERPOST OUTPUT The SUPERPOST output contains the following information for each i support. This information is described in further detail below. t ! - Title page
- Echo of input cards ~
- Summary of input data .
' - SLPERPIPE reactions
- Member stresses, allowables, and ratios of stresses to allowables
- Qualification summary 3
. . 6,1 Title Page ,
- SUPERPOST version and date .
- Current date and time' .
- SUPERPIPE output deck date/ time indicator .
i
- Title block for signatures, client name, job number, and calculation number.
1 f 6.2 Echo of Input Cards
~
All input cards which begin with C+ or C- will be printed. 6.3 Summary of Input Data . 1 1 All input data read from the input cards will be translated in this i section. This includes the following infomation: .
- Support Name and Type
- Run Properties
- - Member Properties
- - Section Properties 1
l - Welds ! - Support Locations
- Loading Conditions 4
O
- 12 - )
i
. . _ . _ . _ _ . _ . _ . _ . . - _ . . - . . . . _ , . . . - - _ . _ . . - - . , - - _ . - . ~ _ - _ . _ . _ _ _ . . _ , - - - . _ - - _ _ - - - .. - - - _ _ . _ _
l , v- - - I59.
. a
, =,
I ,. . . 4 5 SUPERP0dl Version IA March li06 t I 7.0 SUPERPOST CONSERVATISM A few conservatisms exist in the SUPERPOST program as a result *of simplifying assumptions. These conservatisms may be reduced by perfoming manual evaluations. The following is a list of the most significant conservative assumptions used in SUPERPOST: 1
- Warping stresses are calculated using tho' conservative simplifying i
methodology described in Appendix D of Reference [5]. Stresses are i bounded by assuming the member is a long cantilever beam. This l
~
assumption results in accurate stresses in post members but it is generally conservative for tier members. Warping stresses can be reduced by perfoming manal evaluations as described in PI-03 [Ref.2]. l
- Composite action of T-channels is neglected. It is assumed that -
each channel acts individually in strong axis bending. The contribution of the channel in weak axis bending is neglected.
,i 4
0 0 5 1
! \
i l I O .
- 13 -
4 8
. - . * , .wr., _.-.w +-y -- ., I e 5 % --
- I . - r ,, - , , - - . .--4 (, -- %, r m -w n ir . - - - 5 -- ,,-a-,-,---..,-,,,-----*,4 r-,rs---m-,-,.r-.+w.m-e4 vv.w,-w-.,-,--.4
. ...c.,. ..
Il SUPERPOST Version lA
. March 1986 8.0 QUALIFICATION CHECKLIST V
This checklist will be used for production to insure the correct use of , SUPERPOST. ' Y N Are all supports requiring evaluation contained in the
.. SUPERPOST run?
Are all support members defined in SUPERPOST? 5 Are'all welds requiring evaluation contained in the i SUPERPOST run? Are all weld dimensions, correct? . Are all units consistant? - l 4 Weld dime'nsion in inches? i
; SUPERPIPE forces in kips? ~. SUPERPIPE moments in kip-inches?
Member and Run lengths in feet? Cross-sectional data in proper units? Are alf cross-sectional properties correct? - Are all load cases included?-
- Are correct load factors used?
'Are correct run lengths used for flexural buckling?
Are correct member lengths used for' lateral-torsional-buckling?
- Are correct K values for flexural buckling used?
! Do the cross-section names correspond correctly ' to those used in SUPERPIPE7 l . ) , Are correct Wft and Wfj used? Are correct weld types used? 4 Are correct member and node names used to identify welds? _ , Are all anchors and single direction supports, included in the analysis? Is the correct SUPERIPIE run used? Are all members orientated correctly (Iz >Iy)? !O - 14 - . I L . .--.c.. -- Q' - . -
~ . - , m .._ ___' . ,
. - .____.-...-._~.m_. _ . . _ _ , __ _,_,.4 ,.-m,_..,
.& e._, . , , , . -,-
'A 4 * '
~ t '3.'.'s. . = y y . ~s t SUPERPOST Version 1A March 1986
9.0 REFERENCES
1.0 HANG 10 Users Manual. I 2.0 Impe11 Project Instructions PI-03, Job # 0210-040. i 3.0 ASIC Manual of Steel Construction 7th Edition. 4.0 " Torsional Analysis of Rolled Steel Sections." - 5.0 Impe11 Calculation M-l2, Rev. O, Job # 0210-040. l I a i . 4 I e a s lO I 5 I f .
) -
i l ; l
.l 1
!O 4 l . 15 - 4 e
-rw, - - - , . -,--e #,-, - -,-,c- ; m .- ---y-.,.---- ,me-,,.-,--,, . ,_-._-e_.1 -,-y,, 3-,.% 2,,,.-g , a g- 4,,.--+-,- g . w -, -,.-.,..%_ m..ey.,+,.4,w.., , ,%-
l
,1 1
I SUPERPOST Version 1A March 1986 i APPENDIX A GETPROP USER'S MANUAL G e 9 9 l l j , l e 1 l i i i I l 9 i i l l
\
i O
. .a.. . a . :- .a .
SUPERPOST Version 1A i March 1986 i GETPROP USER'S MANUAL l i~ INTRODUCTION l GETPROP inserts section property comment cards into a SUPERPIPE input deck for use in SUPERPOST,(see Reference 1 for a description of section property , comment cards). - I.. USAGE
' r GETPROP is intended to be run after a SUPERPIPE deck has been created but.
! before analysis is perforised. It can be included in the JCL for the analysis ' !. run as a preprocesser (see JCL section). IWUT FORMAT j- GETPROP looks for SUPERPIPE comment cards with a section name followed by a cross section name. Any other input encountered by the program is simply j written as is to the GETPROP output file. Cards with section and cross i section names which are found in the GETPROP library are expanded into several comment cards read by the SUPERPIPE analysis input deck. Input forinat is as follows: , C Section-name, Cross-section-name l Examples: i column 1 3 C- CHANNEL C6X8.2 C- ANGLE.L30306 l! C- CHANNEL ,C6X8.2 C- TCHANNEL .TC47X47 Note spaces may follow the section name, however, the cross section name should follow immediately after the conna. Characters between the C and the l section name are ignored. GETPROP assumes that the comment cards are in even i numbered groups and when adding cards retains this convention. 1 i There are currently only 3 valid section names, CHANNEL, ANGLE, and TCHANNEL. The cross section names recognized by GETPROP are those found in the )i properties library (see attached). Note these names are identical to those produced by the program HANG 10. . JCL j 1 i The following lines should be included in the analysis execution JCL before SUPERP!PE execution and after the input file is obtained. Note the program may be run as a stand alone process as well. O - ) l
. .%_a . _ ...'- . . . , - . . _ . . - , . . , , . . _ . , , , , _ , _ _ . . - _ _ _ _ . .
, m _ _ . _ . _ _ _ _ -__ __ __ - - - , _ _ _ _ _ - - _ -
- --a a- 3 .
- . c ;.. . ., .. . . ,,.. , ,
SUPERPOST Version 1A March 1986 O GET,GP PROBLIB/UN=CTDATA GP,INFILE. REWIND,PROPOUT.
- COPYEI,PROPOUT.INFILE.
REWIND,INFILE. Infile is the SUPERPIPE input deck which is being expanded by GETPROP. GENERAL NOTES GETPROP checks for duplicate cross sections and will only expand the first one as SUPERPOST does not expect duplicate cross section definitions. PROPERTY LIBRARY The property library is an external file which is read on 'eich execution. It can easily be appended to expand the cross section base. A copy of the library is contained in Appendix 8. A definition o' each variable is provided in Reference 1. The property library is stored in a file called PROPLIB in 1 username CTDATA on the CYBER. . REFERENCE
- 1. SUPERPOST USER'S MANUAL o .
O 4
- O 1
1 O -
.x..___ _ __. _
..lr.
.w . ,... . , . . . . . . . .
SUPERPdSTVer'sion1A March 1986 1 APPENDIX B GETPROP LIBRARY 1
- 1 4
J
\
I I l i i i l i l 1
, l }
i I i l
! . I I
i i
- 4 i
1 o l 1 1 s'.L---.n...-.
. .e. . . . , . ..s. , . . ., ..
SUPERPOST Version 1A I March 1986 i Section properties of all cross-sections in the GETPROP library are identified
~
on the following pages. ] Four section properties cards exists for each cross se: tion. These cards ; contain the following information:
. Card 1: Cross-Section Name ;
Ij Card 2: A, d, b fy t , t,, d/A , Ig , Sg
, f Card 3:z r'I'3p,Syf, y r y, J C,, Ay l
Card 4: Az , dAf , F), F 2, F3 Defintions of the above terns are found in the SUPERPOST User's Manual.
-[
i f i' i c O - l 5
)
1 l . J l 1 l
) !
l l l , l , l I
- l. 1 i 20 - l 1
,1
. ..L'. ..t_. E.--- - .: '~s. .,-,,.? - - 6';-- _ . . , . , . _ . . - - - - , . - _ _ .- ,.. ,.-_,
_- ~~.- _ _ _ - . , _ _ . v
- .- - a. , ..
] l SUPERPsST versica 1A
- ihrch 1980 4
i i i TJGC0 C3MueCNE PE4E P057 PROCESSOR PROPER 7Y FILE 0210040 C4X7.25 2 29 j l 2 13 4.00 1.721 0.296 0.321 7 84 4 59 0.432 0.941 0.343 0.450 0.942 0.00 1.294 1 1 47 1.03 j 1 020 2.041 10.79 0.537 j CbXt.2
- 13.1 4.30 2 40 6.00 1 920 0.343 O.203 9.19 0.692 1.352 0.492 0.537 0.079 9.00 1 20 l' 2 34 j 1.319 3 956 9.96 0.625 1.03 i CSX11.5 32.6 8 14 3 38 8.00 2 260 0.390- 0.220 9.04
} 3.11 1.32 2 312 0.781 0.62S 0.131 0.00 1 76 1 1.762 7.044 6.SS 0.601 1.03 C10K15.3 . 8.41 67.4 13.5 4.49 10.30 2.63 0.434 0.240 2 20 3.596 1.16 0.713 0.211 0.00 2 40 3.47 ' 1 2.27 11.351 4.57 0.546 1.00 i 436N12 18.7 6 24 3.53 6.00 2.497 0.375 0.310 6.41 2.656 ,1.04 0.720 0.195 0.00 1.460 2.30 1.47
- 1.072 S.616 'S.34 0.600 1.03 .
i CbM10.5 15.2 S.06 3.09 6.00 2.034 0.343 0 314 8.59 1.730 0.564 0.529 0.131 00 1 884
- 2.22 0 8e5
- 1.395 4.191 7.35 0.521 1.0 ,
CtX13 17.4 S.80 l 3.43 6.00 2 157 0.343 0.437 8.10 j 2.043 0 642 0.529 0.241 0.0 2 622 2 13 1 05 1 400 4 444 S.24 0 446 10 4*6X15 1 25.0 0 32 4.44 6.03 2.941 0 475, 0.316 4.29 3.734 1.75 0.899 0.285 0.0 1 894 , j 2.37 3.51 ' 2.7.94 8.342 3 23 0 694 1.0 ) M:6E16.3 2b.3 8.68 4.79 6.03 3.03 0 475 0.375 , 4 21 j 3.82 4.121 1 84 0.042 0.336 0.0 2.250 1 2.33 ! 2.850 8.S$1 2 95 0 660 10 1 C4XS.4 3.45 1.9) 1.59 4.03 1 544 0.296 0.194 0.92 i 0.319 0 697 0.283 0.449 0.040 0.0 0.736 1.56 , i 0.930 1.478 16 09 0.663 1.000 [ j j - L30306 1.76 0.833 i 2.11 0.00 3 00 0.375 0.375 0.00 i 0.833 0.833 0.997 0.099 11700. 1.0$$ ! 0.987 1.-760 ' '
! 1.095 0.03 0.00 1 00 1 00 ,
- L60606 15 4 3 93 4.36 0.0 6.00 0.379 0.379 0.0 3.93 3.53 1.19 0.264 11100. 2.19 l 1.19 19 4 I 2.19 0.0 0.00
- 1 00 1 03 ;
j L20204 4.340 0.247 9.94 00 2 00 0.29 0.25 09 0.247 0.247 0 391 S. 62 6 7900. 0.470 ! 9.391 0.344 0.470 0.0 0.0 10 10 L20206 9.479 0.3St 1 36 0.0 2 03 0.375 0.37S 0.0 l 0 3S1 0.351 0.399 0.044 12400. 0.600 ! 9 389 0 479 9 600 0.0 00 10 1.0
- L30304 0.0 1.24 0 577 1.44 0.0 3 03 0.29 3.29 9.977 0 992 S.030 7600. 0.720 0.992 1 24 0 977 l
- 21 -
'd
- 1_________m__ ' '
g g ,, , . ,g ,y 7 9 3 4 4 g( $ ^" 4 t 0 440 0*0 0'0 10 1*0 Snd3Wd051 Aaap ou ty 160906 WtJ34 1699 1'64 0*0 6*00 0*ts 0*!s O'O t*06 1 05 0*445 t*04 1'06 1*06 e'tt6 0' 06 0 tteC' 0*610 0'610 s'0 0*C 1*0 1'0 160409 t'09 0*0 **00 0*ELG 0'tiG 0*0 6*t9 1*52 0'tes **t9 1'52 1'52 O'L59 s'tt4 11900* 1*tt
' 1'tt O*O O'0 1'0 1*0
' 160509 t'91 0'0 6*0 0*ELG C*EL6 O'O S'AD 2*tI O'64 9*LD t*ti t*tf 0*640' 0*196 11tC0* 1'004
- 1*905 0*0 O'0 1*0 '
1*0
- 1506012 9*64 0*0 5*C 0*45 O'LG S'0 15*l t'G(
t*6( t*SE 0*6dG 1*t01 260C0*, C*41 O*616 15'l . t*tA , O'0 ' 0'0 1'0 1*0 . 1909012
- 9*99 s'tS
- 0'0 9*00 0*lG O'46 O'O tS*f '
+
1'11 29*2 9*99 9*99 1'11 1'692 !tf90' t'tI 6'tI 0*0 0'0 1'0 1'0 1ESt69 l'tS 0*0 t'60 0'taS C*til S'O l'ta 1'16 O'991 l'tl 1'15 1'15 O'991 0*119 11600'
- 1'26 1'24 0*0 0'0 1'0 1'0 1EGt65
- 1*19 S'O t'6C 0* tit C'tI( 0*0 t*16 O'6tt O'640 O' 6f 6 O'6CW O'506 0'560 0'069 670C' 1'044 0*LSI O'0 0'0 1'0 1'0 140f09 t*66 O'O t'0C 0*tLG 0*til 0*0 t'6( 1*t9 c'946 1'62 0*tt9 '
O' 999 O'944 0*119 11500' 1*ECO 1'126 O*0 '0'0 1'0 1'0 1906012 9'6t O*O t*CC O'LS C'LS 0*0 tt*6 9'25 0*99 t'95 2*61 f*62 O'99C 1*t01 2160C' t'60 C*0 0*0 O'C 1'0 1'0 1006012 6*66 O*0 **0 0*t5 O'LG 0'0 9t'6 li'l 1't6 fO'l 8'62 9*62 1'24 1'09( tt6CC' 9*0 t'6 0'0 0*0 1'0 1'0 1*99396 t*eC .O'O O'C 0*ttt O'54( 6*10 1t'l t'tS 1'967 1t'l t't9 t'CS 1'962 0'160 0'0 I'40
- I'6C E*669 6*64 1'0 0*60 ittinvL W't9 S'O S'0 0't69 0*911 1'06 6*66 s't6 i'tte t'64 t*t4 t*t6 1'089 0'196 S'O t*1(
t'1( t*091 1C'A6 1*O O'6C A*90265 t*66 S'O S'0 0*ttt O'649 6*10 1E'l t'EG 1'ti t'06 1'6( 1'6( O*652 O'115 S'0 !*til t'O!! 1' lit 19'C6 1*0 O'9lI 1*9tM61 6*6( 0*O O'0 0't6( 0't49 6*10 1(*1 t'CS 1'10 t'66 t*!t t't6 1'01 O'161 O'00 t'!!O t'90( t*091 10'46 1'0 0*llI 42910M64 5*ff 0'0 0*C s' t6( 8'910 8'66 ll'I s'09 0'689 8' lit S'O t'6C4
- 1*tI 6*66 t't6 t'f6
= lE =
i l SUPERPOST Version 1A ; March 1986 1 l APPENDIX C . 9 I WEl.D TYPES i i I h t
]
I W 4 h t A l - a i i .. J
=
9 0 4 0 1 I 1 1 k i i I r i
-.m.,_. 4-,,,. ,_ _ ,_ _, _. ___ _ _ __ _ , ___
SUPERPOST Version IA March 1986 O , y a y a i i n i o
}
b , =X e =X n
=
n / - -
) Z
~
e
/
Z
~
b
= .
I ELD IN TE X-Y PLAE- ELD IN TE X-Y PLAE PARALLEL TO TE X-AXIS PERPE!OICULAR TO TE X-AXIS < l
< , E E I
m 1 -X
/
=X( .
/
Z a Z b i l WELD IN TE Y-Z PLAE ELD IN TE Y-Z PLANE PARALLEL TO TE Z-AXIS PARALLEL TO TE Y-AXIS Y Y
; o E ,.
E ! Amamuns
\
, / '
. k /*'d
/ . . .
*l / /
! Z -: I = :
- o - m P LT T X S PERPE ICULA TO H XIS I
i . 24 -
l SUPERPOST Version 1A March 19 o O . y Y E L E f le. 7f I i I
,A (" W l *{'
Z
! ~b~
il Z ELD IN TE X-Y PLANE ELD IN TE X-Y PLAE M GS PERPE C TOTE X g , LEGS PARALLEL TO TE X-AXIS
= i 7 m 1s
! / A J o L f L-X '
l
/ ~X l
*/ (/ O Z /) .
I
/
ELD IN THE Y-Z PLANE h ^ h 0 THE ELD IN TE Y-Z PLAE LEGS PARALLEL TO TE Z-AXIS
, Y Y .
L g L g e e / I . / -x
/ (x / /
z e 2 i= , i O ELD IN 1E X-Z PLAE WELD IN THE X-Z PLANE LEGS PERPENDICULAR TO TH LEGS PARALLEL TO T E X-AXIS X-AXIS
30PC.,Pv5T version 1A O' Y g March 1986 I
)
b l- X l . n __ y
*/ Le
_.j NEl.D IN THC X-Y rM . l
\ .
l l Y f g ' e ) / /
- o
~
, / / ?
/ / (x I
WELD IN T E X-2 PLAE. Y o , K ( /
'/
/ k' I 1
zl l . !O l ELO IN TE Y-Z PLAE _ ..._ .-___ -__-..__.__- _ - .- __ _a - . _ . . . - . .
. -, 1
.. ' , ..s , .
t- <
-(.
t . t h i 1 I, . p . l SUPERPOST USER'S MANUAL
! VERSION 25 -
i p I " I 1
~ \
'. e 1 i 1 i I i l I (
- Manual No.
r ,\ r, i e l l l l 1
-- . - , - - . , . - . - - ~ . . . - - __-. ... -- ,...----, - - . , - - - . - . . - . , - -- , - . .
s, , t ,
. f .
_1
. 1 IMPELL CORPORATION ,
, REPORTAPPROVALC0VER$HEET l Client: TEYA9 !!Til TTf FM GFNF2ATING COMPANY Project: CPSES CARLE TRAY HANGER 00ALIFICATION Job Number: 0210-040 Report
Title:
SUPERPOST USER'S MANUAC -
~
Rev. O
,The work desertWd in this Report was perfomed in accordarice with the Impe11 Quality Assurance Program. The signatures below verify the accuracy of this Report and its compliance with applicable quality assurance requirements.
Prepared By:._ Oate: 2.[2.0/f(6 Reviewed By: M -1 Detai 8/78[86 Aceroved Py: . t a, Date: / !M O REVISION RECORD Rev. Approval No. Prepared Reviewed Approved Date Revision b "
~
Ver o and 2B and editorial bd.j0gg3 changes.
- C 4-{
e I m. Q
.E- ,d '
-' , . .;c . - . .
l
.JPERPOST Version 2B i April 1986 TABLE OF CONTENTS Page
1.0 INTRODUCTION
2 2.0 SUPERPIPE REQUIREENTS 3 3.0 SUPERPIPE LIMITATIONS 4 4.0 JOB CONTROL LANGUAGE 5 G.0 SUPERPOST INPUT DECK 7 6.0 SUPERPOST, OUTPUT 15 7.0 SUPdRPOSTCONSERVATISMS 16 8.0 QUALIFICATION CHECKLIST 17
9.0 REFERENCES
18 APPENDIX A- GETPROP User's Manual k
- APPENDIX B
- GETPROP Library APPENDIX C: Weld Types l
o O O
~
. - n .- ._ - - -
. . x_ . - _ .
g., .. . .
,,sPERPOST Yersion 2B April 1986
1.0 INTRODUCTION
Evaluations of cable tray systems have conventionally been perfomed l using equivalent static analysis. To minimize conservatism, Impe11 ; , perfoms dynamic analyses of these systems using its finite element program SUPERPIPE. ; SUPERPOST is a post processor to SUPERPIPE which extracts qualification data from SUPERPIPE and perfoms a code qualification of each support in the system. , l l The SUPERPOST input deck is generated interactively using Impe11's SUPERPIPE preprocessor HANG 10 [Ref.1]. The use of these programs automates the qualification. effort thereby minimizing the cost of ' perfoming evaluations. -
\
Output from SUPERPOST consists of a qualification report for each support in the system. The qualification reports contain an echo of the SUPERPOST input deck, a tabulated listing of qualification parameters, a summary of member forces and support reactions, a listing of stresses in . structural members and welds, a comparison of member and weld stresses to allowables, and a qualification summary which identifies peak stress locetions and qualification status (i.e., pass / fail). This manual describes the proper use of SUPERPOST. Section 2.0 describes
'O SUPERPIPE requirements. Section 3.0 describes SUPERPOST limitations.
Section 4.0 describes the required job control language. Section 5.0
. describes the input deck and Section 6.0 describes the output. Section 7.0 describes conservatisms inherent in the program. Section 8.0 presents a checklist to be reviewed to ensure that all SUPERPOST parameters are considered properly.
~
O e e O i
\
x -
- = - - . = _ _ - _ +_ _
;c , :: - ~ . , ..:.. . ,
,dPERPOST Version 28 April 1986 2.0 SUPERPIPE REQUIRE)ENTS SUPERPOST extracts qualification data from a copy of the SUPERPIPE analysis output file. Therefore system geometry data and all relevant load cases must be contained in this file.
SUPERPOST assumes that the following units are used in the SUPERPIPE y analysis:
- Nodal coordinate data are assumed to be in feet. .
- Member forces are assumed to be in kips.
- Moments are assumed to be in kip-inches.
- - Cross-sectional data are assumed to be in inches.
For channel members, SUPERPOST assumes that the minor axis is the SUPERPIPE local y-axis and that thi major axis is the SUPERPIPE local z-axis. Allowable bending stresses will be calculated incorrectly if , this convention is not used. For angles and T-channels, it is not necessary (although it is recommended) to follow this convention. In all cases, a warning message is printed if this convention is not used. O 9 G e e O 7 .* :*
, - - - , '. L .. . - - . , , . . >
2 - .: .. . . x . . : .:. r - - . .a.- ...n- - J JPERPOST Version 28 April 1986 3.0 SUPERPOST LIMITATIONS SUPERPOST is a project specific program developed for the qualification of cable tray supports for Texas Utility Generating Company (TUGCO) and therefore its use is restricted to this project. Qualifica'tfons perfomed by SUPERPOST conform to the requirements of 5 Impe11 Pr7 ject Instruction PI-03 [Ref. 2] including the AISC Manual, 7th 1 1 Edition [Ref. 3] with, the following limitations: I Welds are assumed to be filet welds made from E70 electrodes. Structural components are assumed to be A36 s' teel. Only channels, angles, and T-channels'(Tee's composed of two channe1~s) may be evaluated using SUPERPOST. Only the members listied on the SUPERPOST output meeting all the stress ! criteria shall be considered qualified. 1 Base plate, base angle, anchor bolts, and embedmont plate -- 1 qualifications are not performed by SUPERPOST. Loads acting on these
- ; items are reported for subsequent evaluations in their respective local coordinate system.
i O - SUPERPOST is verified for use on.the Combustion Engineering CYBER 990, Version 2.3 of the NOS Operating System. Use on other computer systems is not pemitted. O
-l e
O O A
.am_-mm ,, ,,-m '
41--- . . . - , . - 4 , , _ . - , - --
*-w -. e , , 4
7 y- - ., . 3
, .. . . ; ; u .
. . _. ., - .i., i _, .+ .s . ic I
, .JPERPOST Version 28 April 1986 4.0 JOB CONTROL LANGUAGE Two methods are available for running SUPERPOST. In the first method,
> the SUPERPOST input deck is included in the SUPERPIPE input deck in the form of comment cards. Job Control Language (JCL) for this method is as follows (note items in g brackets [] denote user input): , J08, [ time limit], [ priority]. . USER, [ user name), [ password]. CHARGE, [ project], [ job number]. ROUTE, OUTPUT, DC=PR, UN=[un], ST=[st], FC=[fc], DEF. ATTACH, POST 28/UN=CTDATA. ATTACH, [SUPERPIPE output file]. POST 2B, [SUPERP!PE, output file], OUTPUT. . RETURN, POST 28, [SUPERPIPE output file]. DAYFILE, OUTPUT. REWIND, OUTPUT. EXIT. _ The second and recommended approach for running SUPERPOST is to create a separate file for the SUPERPOST input. The JCL for this method is as f follows. (Note execution of GETPROP (GP) (see Appendix A) is included in this JCL): [ J08, [ time limit], [ priority].
' USER, [ user name], [ password].
CHARGE, [ project], [ job number). ROUTE, OUTPUT,DC=PR,UN=[un],ST=[st],FC=[fc],DEF. ; GET, GP/UN=CTDATA. GET, PROPLIB/UN=CTDATA. GET, [comunent cards]. . GP, [conument cards]. RETURN, GP, PROPLIB, [comument cards]. . REWIND, PROP 0UT. ATTACH,P.0ST28/UN=CTDATA. ATTACH, (SUPERPIPE output file]. I POST 28, [SUPERPIPE output file}, OUTPUT, PROP 00T. I RETURN, POST 28, [SIPERPIPE output file]. ,A' DAYFILE, OUTPUT. REWIND, OUTPUT. EXIT. The initial execution of SUPERPOST for a given SUPERPIPE analysis requires that the entire SUPERPIPE output file be available for data extraction. g i O~
-5'
--_L ,: - _ - _ . .
.u _: ,_ _ ,
s_ . ...;., . . . . o
#ERPOST Version 28 During the initial execution, SUPERPOST condenses the SUPERPIPE output file and stores only the data used by the program on TAPE 99. TAPE 99 can be saved as a persfile or as a magnetic tape file for subsequent executions. The SUPERPIPE output file can then be purged.
If TAPE 99 is saved for subsequent executions, a REWIND TAPE 99 card would be placed directly after the RETURN POST 28 card. TAPE 99 would then be saved to the desired location. Subsequent executions would treat this file as if it were a SUPERPIPE output file. a b 9 . O e e 1 O
. . _ = _ . .
.:_ u ::. , ..v_ : m :, w -_ .. . -.
' ^~ ~
.u.a. : .i:: ~ ~ j ): X~';~O' m. ~hL
- .* ~ . ..
ERP T Version 2B 5.0 SUPERPOST INPUT DECK Every cable tray support evaluated by SUPERPOST will be defined by the i following categor,1es of SUPERPIPE comment cards. i
- 1. Support ,
- 2. Run l
- 3. Member
- 4. Section Property '!
- 5. Weld ~
- 6. Anchor )
- 7. Loading In almost all cases HANG 10 Ref. [1] will automatically generate these cards in the SUPERPIPE input deck. Below is a detailed description of A each of'these categories. . ,
/1 \
Comment cards are free format with fields separated by commas. Comment cards will generally start with the characters "C ". Comment cards starting with "C+" indicate that the following card is a continuation . card. - All blocks of comment cards contained within the SUPERPIPE input deck must contain an even mmber of lines of input. A blank comment card may
- l. be entered to satisfy this requirement.
5.1 Support Comment Cards Definition of a Support: all structural steel components and welds . that belong to a single hanger. Cards Required:
- 1. C+ SUPPORT -
This' card indicates that all comment cards following (up to the next card with this format) are related to a single support. , 4
- 2. C-support name, support type .
support name = The SUPERPIPE miscellaneous member group name i which corresponds to the support being qualified. support type = A support type identifier from HANG 10 l [Ref. 1]. This identifier is not mandatory.
.l 1
5.2 Run Coment Cards Definition of a Run: a single continuous structural steel beam consisting of one or more members.
. . v. - - , ~ . -
. .: o .
+, .
,a
.n _,_- - - -
.._ - - - - - = .
- c :. ~ . , - -- w. . . .. .
.,...,,s. ~ .
J ~RPOST Version 28 April 1986 e O, Cards Required:
- 1. C+RUN
- 2. C-run name, cross-section type, cross-section name, yK , Kg, Lr run name = a 4 character name which uniquely defines each run of the support.
cross-section type = CHANNEL, ANGLE, or TCHANNEL to define
- the cross-section type of the run.
cross-section name = cross-section identifier, 8 characters or less. This name is used to identify which set of section cards (see Section 5.4) are to be used to establish
', cross-section properties.
Ky = K factor to be used for weak axis buckling calculations. [ Kz = K factor-to be used for strong axis buckling .
. calculations.
- Lr = unbraced run length in feet to be used in flexural buckling evaluations (default is the entire run length).
~
5.3 Member Comnent Cards Definition of a Member: A SUPERPIPE beam element which spans' a sirgle pair of nodal points. (NOTE: All the members for the run under consideration must be defined before defining subsequent runs). Cards Required: -
/f_
- 1. C+00 eER
- 2. C-member name, 1-node, j-node, C , C,,,Wfg,Wf3, Flag,L,
~
member name = a four character name. Member names must
/\.
correspond to those used in the SUPERPIPE analysis. 1-node = starting node of the member j-node = ending node of the member coefficient to be used in axial compression and Cmy bend =ing stress interaction for the y axis, (see [Ref. 3], O Section 1.6.1), (default value is 1.0). Cmz = Same as C,y for the z axis.
? d a ? - 1,=*.s* * * ***ce,- 2 4
- g- .
- 5 - ~ ,
, x.. .
.m: . ,.....m. v
., . . .a: . t - : ..
- i
-,JPERPOST Vert ;on 28 April 1986 Wfi = a flag indicating the boundary conditions for warping deformations of the flange at node 1. If the flange ;
is free to warp (i.e., at base angle attachments), then a i value of 0 is entered and nomal warping stresses in the ! flange are neglected. If warping defomations are restrained (i.e., at base plate attachments or at internal
. nodal points of a continuous member) then a value of 1 is entered and warping stresses in the flange are considered.
1 This parameter is applicable only for channels. For a'ngles and T-sections a value of 1 should be entered. - Wf j = Same as Wfi for node j Flag = 0, La will default to the members length
= 1, La will default to the run length
= 2, La will be supplied by the user on the member card -
= 3, Cength cards will tie used to define L.
La = unbraced length in feet to be used in lateral torsional buckling evaluations. A value is supplied by the , , user if FLAG =2. Otherwise a La value is generated by
, SUPERPOST in accordance with the Flag parameters.
5.4 Length Cards
Description:
Length cards are used to define La values for those members which have FLAG =2 on the member card. Card Required:
- 1. C - LENGTH, i , j , 11 , 11
- 2. C - LENGTH, i , j , 12 . 32
- 3. C - LENGTH, i , j , 13 . 33 *
- n. C - LENGTH, 1, j, ine jn .
I- 1 j = 1 and j nodes of the member whose La value is to'be detemined. iek dk = 1 and j nodes of an additional member whose true length is to be added to the previously stored La value of the member under consideration. , After reading the first card in this sequence, SUPERPOST sets the. I Le value of the member under consideration to be equal to the sum { of the true length of this member and the true length of the member i with nodes 11 and jl. After reading .the second card, SUPERPOST ,O sets the Le value to be equal to the previously calculated La value plus the true length of the member with node 12 and j2-iA , 9 L 6 J 4 a T p *=*v--r - g e ,,, e ,,a g p . g s [ ._ _ __
7 --- . , . - - - __p- . . w w. : -,
-->;.s~ .e :~, , ,, n
.sPERPOST Version 28 1 April 1986 '
This process is repeated for the remaining cards in the sequence. Thus the Im value will be set equal to the su of the true lengths l of all members identified on these cards. A ' 5.5 Section Property Cards ,
Description:
These cards are used to define section properties for all unique cross-sections used in the
- analysis. The cards should not be repeated for -
subsequent runs which contain the s'pecified cross-section.
- M Section property should be generated using Program GETPROP (see Appendix A).
Card Required:
- 1. C+ cross-section type, cross-section name
, s The following cards are required for the following cross-section ,
i types: , Channels
- 2. C+ A, d, b , t ,
f f t,, d/Af , I,
- 3. C +zS ' "z 'yI ' 3p' Iy1' "y' U
- 4. C- A , A , dA , Fj , F , F y z f 2 3 Angles
. 2. C+ A,d,b f y,t ,I,,5,,rz 3
i C+ yI , Sy ,, Syf, r y, J , 'C,, Ay
- 4. C- A z
T-Channels
- 2. C+ A, d, b , t ,
f f t,, d/Af , I,
- 3. C+ S,, r,, 17 , S ,, Syf, ry, J .
~ 4 .. C- Ay , A,, dAf , Fj , F2, F3 '
O
- 1
, .y .I i - l L . .. . _ . , .. , . . , . . , , m. . . .... . _ , , , ... .. .. . .
.y , y .s . ,
.v.. .
x . , .-
- n. . . .
iPERPOST Version 28 April 1986 The x, y and z axes must correspond to the local x, y, and z axes used in the SUPERPIPE analysis, g Definitions: ) cross-section type = CHANNEL, ANGLE, or TCHANNEL to define the cross-section type of the run. cross-section name = cross-section ide'ntifier, 8 characters or less, corresponding to the name used on the appropriate run card (see Section 5.2). A Cross-sectional area (in ). d Depth of cross-section (in). Use 0.0 for angles and T-channels. by Width of flange forglateral torsional buckling (in). For angles use the minimum leg dimension. For T-channels use 0.0. t f Flange thickness (in). For T-channels use maximum flange thickness of either channel. For angles use the leg thickness. , t, Web thickness (in). For angles use the leg thickness. For T-channels use maximum thickness of web of either channel, or the l l thickness of web plus the thickness of flange at the junction of the composite section. d/A f Web depth divided by area of one flange (1/in). Not used for angles. For T-channels use the maximum d/Af of either channel. Ig Moment of inertia about the strong geometric axis (See Note 1) (i n") . S Section modulus about the strong geometric axis (See Note 1)
- z (in3 ).
r, , Radius of gyration about the strong geometric axis (in). For angles ,use radius of gyration about minor principal axis. For T-channels usez r "IIz /A),1/2 where I, is as defined above' and A is the net area of the composite section. I- Moment of inertia about the weak geometric axis (See Note 1) l i y 4 i (in ). 3 S Section modulus about the weak geometric axis (in ). For yf channels, Syf is calculated at the end of the flange. For angles, Syf is calculated at the end of leg. For T-channels see Note 1. 1 l 1 l 1
^ .~ q ;L ,
*~n , , . , ,;, 2___ ..__,_,_____g. _ _ _ _ _ _ _ _ . , _ . , , _ _ . . _ _ ,
.; . . . .a . n, .
~ ,
.,v .
- ) .
1 JPERPOST Version 28 April 1986
~
3 S,y Section modulus about the weak geometric axis (in ). Fo.r channels Sg is calculated at the web. For angles and T-channels Sp is equal to S yf. r y Radius of gyration about the minor geometric axis (in). For
, angles use radius of gyration about the minor principal axis. For T-channels u'se yr ' = (Iy/A) 1/2 where I, is as defir.ed above and A is the net area of the composite section.
J Torsional moment of inertia (in ). For T-channels use the sum of the individual torsional moments of inertia. C, Lateral torsional buckling factor (kips /in). Not used for channels and T-channels. For angles - l 1
- E l g _ 7T"V Nm,,, y sm 4 a ( i+A )
where I,93 is the. moment of inertia about the minor principal axis, S max is the section modulus about the ma,jor prlncipal axis, E is the modulus of' elasticity, p is Poisson's ratio, and J is the torsional moment of inertia. A Area used to calculate shear stress about the local y axis (in2). A, Area used to calculate shear stress about the local z axis 2 (in ), 3 dA f Depth of web times. the area of one flange (in ). Not used for angles. For T-channels use the minimum value of either channel. Fj Normal warping coefficient. Not use'd for angles. For channels _ 42.Vr, l3 h- g 4 where terms are as defined above. For T-channels use the j maximum value of either channel. , J l
\& _ .. :: . ;n '~. .~ '
l (. .
~
^
?
,- a J
,,JPERPOST Version 2B
, April 1986 F
2 Ratio of warping normal stress in the web of a channel section to the warping nomal stress in the flange. For channels F 2 * "nol "n2 "h'I' "no and wn2 '"
; defined in " Torsional Analysis of Rolled Steel Sections",
Bethlehem Steel, Ref. [4]. Not used for angles. For T-channels use 1.0. F 3 Torsional rigidity ratio. For T-channels F3= . max (J j ,J2 IIId 1 + J2) where J) and J2 are the torsional moments of inertia of thi individual channels. Not used for angles. For channels use 1.0. - Note 1: Composite action of T-channels is neglected. It is assumed e that each channel acts individually in strong axis bending. i The contribution of the channel in weak axis bending is neglected. 5.6 Weld Comment Cards
Description:
To input weld data for qualification. Cards Required:
- 1. C+ WELD .
- 2. C-weld name, weld type, member, node name, a, b, t, node b weld name = W1, W2,..Wn; unique for each support weld type = 1 A, 28, etc. (See Attachment C for a definition of weld types) .
member = the.name of the member containing the weld to be evaluated node name = node at which we1J is located, a = length of weld pattern (in) b = width of weld pattern (in) t = thickness of weld (in) node b = if the weld is at the i and of the member, enter the name of the node at the i end. Otherwise enter the name of the node at the j end. This parameter is not required if unique member names are used in the SUPERPIPE analysis. A
~
pril 1 5.7 Anchor Comnent Cards
Description:
To have SUPERPOST report reactions at anchors. Cards Required:
- 1. C+ ANCHOR
- 2. C-anchor node point, anchor type anchor node point = SUPERPIPE node name at the anchor location.
anchor type = SUPERPIPE support type (i.e. ANCH, SNGL). 5.8 Loading Comments dards - Cards Required:
- 1. C+ LOADING
- 2. C-loading' case name, factor, member name, node, and, Fx, Fy, Fze Mx. M ye Mz O loading case = G+S, G-S, etc. as defined in the SUPERPIPE analysi s. ,
factor = allowable stress increase factor for the load case as defined in PI-03. ' i Note: The following data is optional. This data is required only if member loads are defined by the user: , l Member name = the name of the member to be qualifled Node = node name end = enter an "i" if the node is at the the i and of the
- member. Otherwise enter an "j"
, F, = axial load in kips (positive for compression, negative for tension)
F y
= shear force about weak axis in kips F
z
= shear force about strong axis in kips M, = Torsional moment in kip-inches M = Bending moment about the weak axis in kip-inches.
y l M g = Bending moment about the strong axis in kip-inches. O ' l v ne r -- -vm-- --r- w y y--w-ww m* #mc- re-.++c- - .
,,---t ww-mv- --e -w .u- - -+- ---- - - - 4 - -- 'm 4- -- ---e -
20PERPOST Version 28 April 1986 6.0 SUPERPOST OUTPUT The SUPERPOST output contains the following information for each support. This information is described in further detail below.
- Title page
- Echo of input cards ,
- Summary of input data SUPERPIPE reactions .
. - Member stresses, allowables, and ratios of stresses to allowables
- Qualification suesnary 6.1 Title Page SUPERPOST version and date Current date and time .
SUPERPIPE output deck date/ time indicator Title block for signatures, client name, job number, and
. calculation number.
', ' 6.2 Echo of Input Cards All input cards which begin with C+ or C- will be printed. 6.3 Summary of Input Data All input data read from the input cards will be translated in this section. This includes the following information: Support Name and Type i
- Run Properties
- Member Properties -
Section Properties i Welds .
- Support Locations
- Loading Conditions O
" ~
.- f- : - .L _ L _
- l ' ' ' . - - . .-.
3.. .; . , , .a .. . i l PERPOST Version 2B
'O O' April 1986 l
7.0 SUPERPOSTCONSERVATfSM A few conservatisms exist in the SUPERPOST program as a result of I simplifying assumptions. These conservatisms may be reduced by perfoming manual evaluations. l The following is a list of the most significant conservative assumptions used in SUPERPOST: Warping stresses are calculated using the conservative simplifying methodology described in Appendix D of Reference [5]. Stresses are bounded by assuming the member is a long cantilever beam. This assumpt. ion results in accurate stresses in post members but it is
. generally conservative for tier members. Warping stresses can be ^
, reduced by performing manual evaluations as described in PI-03
[Ref 23. Composite action of T-channels is neglected. It is assumed that each channel acts individually in strong axis bending. The contribution of the channel in weak axis bending is neglected. O . O .
~
3- , v. v;9. . ,-
- w. .- - , v,-- ; , , y: :3: - , . - - - z+
[ l'.,' l
.JPERPOST Version 28 April 1986 ,
8.0 QUALIFICATION CHECKLIST This checklist will be used for production to insure the correct use of
. SUPERPOST.
Y N l Are all supports requiring evaluation contained in the W . SUPERPOST run?
~
Are all support members correctly defined in SUPERPOST? ! Are all welds requiring evaluation contained in the SUPERPOST run? bl) Are all weld dimensions correct? . Are all units consistent? Weld dimension in inches? SUPERPIPE forces in kips? SUPERPIPE moments in kip-inches? l Member and Run lengths in feet? ! 1 Cross-sectional data in proper units? l 4 1 Are all cross-sectional properties correct? l Are all load cases included? Are correct load factors used? ) 4 Are correct run lengths used for flexural buckling? ., Are correct member lengths used for lateral torsio'nal
- A buckling? .
/l\
i Are correct K values for flexural buckling used?
~
Dn the cross-section names corre'spond correctly co those used in SUPERPIPE? Are correct Wfi. and Wfj used? Are correct weld types used? Are correct member and node names used to identify welds? Are all anchors and single direction supports included in the analysis? Is the correct SUPERPIPE run used? Are all members oriented correctly (Ig)Iy for channel members and axes consistent with SUPERPIPE orientation)? c,
- .. == ~. n v.. x.: -
- - c.-.
, ;g. ---
t, ,
.JPERPOST Yersion 28 April 1986 O-
9.0 REFERENCES
1.0 HANG 10 Users Manual. 2.0 Impe11 Project Instructitns PI-03, Job # 0210-040, 3.0 AISC Manual of Steel Construction 7th Edition including Supplements ; No. 1, 2, and 3. !
'4. 0 Bethleham Steel " Torsional Analysis of Rolled Steel Sections."
5.0 Impe11 Calculation M-12, Rev. O, Job # 0210-040. l i 1
.s l
< l Ia J
l l e e O i
- J 4
l 18 -
, ;?;; _ ,-
n- - n;: . ,~ ~ , _ .. -
I i sdPERPOST Version 2B I April 1986 l l APPENDIX A GETPROP USER'S MANUAL l l l I i F e 6 e e I
+
k
-: 3- ;~ _ .
c _.__,_,-__., ,o
( ; ; ,m.~. r .? - -- g- _ r - ,,. . WFIAPOST Version 28 l O April 1986 i GETPROP USER'S MANUAL INTRODUCTION i GETPROP inserts section property connent cards into a SUPERPIPE input deck for i use. in SUPERPOST (see Reference 1 for a description of section property comment cards). l USAGE i GETPROP is intended to be run after a SUPERPIPE deck has been created but before analysis is. performed. It can be included in the JCL.for the analysis run as a preprocesser (see JCL section). IWUT FORMAT GETPROP looks for SUPERPIPE connent canis with a section name followed by a
, cross section name. Any other input encountered by the program is simply -
written as is to the GETPROP output file. Cards with section and cross
, section names which are found in the GETPROP library are expanded into several comment cards read by the SUPERPIPE analysis input d6ck. Input format is as follows: ,
C Section-name, Cross-section-name . Examples: column 1 3 C- CHANNEL,C6X8.2 C- ANGLE,L30306 C- CHANNEL ,C6X8.2 C- TCHANNEL .TC47X47 l j Note spaces may follow the section name, however, the cross section name i should follow immediately after the comma. Characters between the C and the section name are ignored. GETPROP assumes that the comment cards are in even numbered groups and when adding cards retains this convention. There are currently only 3 valid section names, CHANNEL. ANGLE, and TCHANNEL. The cross section names recognized by GETPROP are those found in the properties library (see attached). Note these names are identical to those produced by the program HANG 10. I JCL The following lines should be included in the analysis execution JCL before SUPERPIPE execution and after the input file is obtained. Note the program may be run as a stand alone process as well.
\
A _ _ ::_...: 2 ' E :; u : .. >
._.._..L_= _ :, :' .. = - - _ - . . = _ , - .
. . . - - - . . .c .
i . l l *
,PERPOST VersAn 28 April 1986 I
GET,GP,PROBLIB/UN=CTDATA GP.INFILE. REWIND, PROP 0UT. COPYEI,PROPOUT.INFILE. REWIND,INFILE. INFILE is the SUPERPIPE input deck which is being expanded by GETPROP. GENERAL' NOTES , GETPROP checks for duplicate cross sections and will only expand the first one as SUPERPOST does not expect duplicate cross section definitions. PROPERTY LIBRARY The property library is an. external file which is read on each execution. It can easily be appended to expand the crosi section base. A copy of the library is contained in Appendix 8. A definition of each variable is provided , in Reference 1. The property library is stored in a file called PROPLIB in i username CTDATA on the CYBER. ! , REFERENCE
- 1. SUPERPOST USER'S MANUAL I
i i 4
.O l )
1
r .
- i s0PERPOST Version 2B
! April 1986 i i
' =
1 ; i l APPENDIX B GETPROP LIBRARY i f e 0 e S 9 .l 4 i 6 i G e G i e o a . .l i 1. I i i ] 1 1 i q a ;
+
-~-~'r ,---,&a., , _ , , , _ _ , _ _ _ , - _ _ _ _ , . , _ .-- . - - - . - - - - , _ , . _ _ . . .
40PERPOST Version 28 O April 1986 - Section properties of all cross-sections in the GETPROP library are identified l on the following pages. Four section properties cards exists for each cross section. These cards contain the following information: l Card 1: Cross-Section Name Card 2: A, d, b ff t , t,, d/A , I , S g f z Card 3: r'I'3p'Iyz y f ' "y , J . C, , Ay Card 4: A g, dA , F j , F , F f 2 3 ! Definitions of the above terms are found in the SUPERPOST User's Manual. ' N l i !O i e ) . 4 6 4
SUPERPOST Version 2B
/ April 1986 TUSCO COPAhCHE PEAK POST PROCES$Ca PROFESTY FILE 0210040 C4M7 25 2.13 4.00 1.721 0.294 0 321 7.84 4 59 2.29 1.47 C.432 0.941 0.343 0.450 C.082 0.00 1.284 1 020 2 041 10.79 0 537 1 00 C6X4.2 2.40 6.00 1.920 C.343 0 200 9.10 13.1 4 38 2.34 C.692 1.352 0.492 0.537 0.075 0.00 1.20 1.319 3.956 9.96 0.625 1.00 CSX11.5
- 3.38 0.00 2.260 0 390 0.220 9.08 32.6 8.14 .
3.11 1.32 2.312 C.781 0.625 0.131 0.00 1.76 1.762 7.048 4.55 0.601 1 00 C10N15 3 4.49 10.00 2.60 0.436 0.240 0 81 47.4 13.5 3.87 . 2.28' 3.396 1.16 C.713 0.2&1 0.00 2.40 l 2.27 11.351 4.57 0.586 1.00 MC6X12 ! 3 53 4.00 2.497 0.375 0.310 6 41 18.7 4.24 2.30 1.87 2.654 1.04 0.728 0.155 0.00 1.860-1 872 S.616 S.39 0.600 1.00 1 C6X10.5 1 3 09 6.00 2.034 C.343 0.314 8.59 15 2 S.06 i 2.22 0.865 1.730 0.564 0.529 0.131 0.0 1.884 6
, 1.395
- 4 191 7.35 0.521 1.0
! C4X13 !' 3.83 4.00 2.157 0 343 0.437 8.10 17.4 S.80 2.13 1.05 2.043 0.442 C.525 0.241 0.0 2.622 1.480 4.444 S'.24 0.446 1.0 MC6X15.1 4.44 6.00 2 941 0.475 0.316 4.29 25.0 0.32 2.37 3.51 ' 3.734 1.75 0.449 0.205 0.0 1.896
! 2.794 f.392 3 23 0.694 10 1 MC6A16.3
, 4.79 6.00 3 00 0.475 0.375 4.21 26.0 8.64 2.33 3.82 4 121 1.04 0.892 0.334 C.0 2.250 l .t.850 f.551 2.95 0 660 1.0 L C4XS.4 i 1.59 4 00 1.584 0.294 0.184 8.52 3.45 1.93 l ! 1.56 C.319 0.697 0.283 0.449 0.040 0.0 0.736 i 0.934 1.4 78 16.09 0.663 1.C00
- L30106 j 2.11 C.00 3.00 0 375 0.375 C.00 1 76 0.833 1 0.587 1.760 0.433 C.833 0.587 ' 0.099 11700. 1.055 l 1.0$$ C.00 0.00 1.00 1.00 j L60606 i 4.36 C.0 6.00 0.375 0 375 0.0 15.4 3 53 i 1.19 15.4 3.53 3.53 1.19 0.204 11100. 2 19 j 2.19 C.0 0.00 A.00 1.00 L20209 0.94 C.0 2.00 C . ;t S 0.25 0.0 0.348 0.247 I C.391 C.348 0.247 0.147 0.391 0.02C 7900. 0.470 0 470 C.0 0.0 1.G 1.0 -
L2020h 1.34 C.0 2.00 C.375 0.375 0.0 0.479 0.351 O 0.389 0.680 L30304 0.479 C.0 0.351 0.0 0.351 1.0 0.389 1.0 0.064 1240C. 0.680 1.44 C.0 3 00 0. 15 0.25 0.0 1.24 0.577
- 0.592 1.24 0.577 0.977 0.S92 0.030 7600. 0.720 i
- n - . - _ _ . _ .
SUPERPOST Version 2B , Ap'ril 1986 i 0.720 C.0 C.0 1.0 '1.0 L40404 1.94 C.0 4.00 0.25 0 2S C.0 3 04 1.05 0.795 3.04 1.05 1.05 0.795 0.C40 7400. 0.970 C.970 C.0 0.0 1.0 1.0 L40406 2 86 C.0 4.00 0.375 0.375 C.0 4 36 1.52 0.788 4.36 1.52 1.52 0.788 0.134 11400. 1 43 1.43 C.0 0.0 1.0 1.0 ~ LS0See . 3.61 C.0 5.0 0.375 0.375 0.0 8.74 2.42 0.99 8.74 2.42 2.42 0.990 0.169 113CO. 1.805 1 805 0.0 0.0 1.0 10 i LS05012 - 6.94 C.0 S.0 0.79 0.75 0.0 15.7 4.53 0.97S 15 7 4.53 4.53 0.975 1.301 24000. 3.47 3.47 C.0 0.0 1.0 1.0 -
- L606012 , .
I 4.44 C.0 6.00 0.75 0.75 0.0 '28.2 6.66 l 1.17 '28 2 4.64 6.66 1.17' 1.S82 23260. 4.22 i 4 22 C.0 0.0 1.0 10 , L35356 l 2.48 C.0 3.50 C.375 0.375 0.0 2.87 1 15 1 0.647 2.87 1.15 1.15 0.687 0.114 11S00. 1.24 l
. 1.24 C.0 0.0 1.0 1.0 l L352SS !
. 1.78 C.0 2 50 0 313 C.313 0.0 2 19 0.927 1
,- C.540 C.939 C.504 0.504 0.540 C.098 9200. 1.094 0.781 C.0 0.0 1.0 10 -
L40304 i 2.48 C.0 3.00 0.375 0 375 0.0 3.96 1.46 i 0.644 1.92 0.864 0.864 0.644 C.114 11300. 1.500 1 125 C.0 C.0 1.0 1.0 L604012 4.94 C.0 4 00 0 75 0.75 0.0 24.5 6.25 C.86 4.68 2.97 2.97 0.860 1.301 21400. 4.50 3.0 C.0 0.0 1.0 1.0 L806012 9.94 0.0 6.0 0.75 0.75 0.0 63.4 11.7
, 1.29 30.7 4.92 6.92 1.29 1.863 22900. 6.0 4.5 C.0 0.0 1.0 1.0
, TC68X68 i . 4.80 0.0 0.0 0.343 0.543 9.10 13.1 4.38 1.452 13.1 4.34 4.38 1.652 0.1SC 0.0 2.40
.! 2.40 3.956 9.96 1.0 -
0 50~ 7C47X47 l 4.24 0.0 0.0 0.294 0 417 7 84 4.59 2.29 1.038 4.59 2.29 2.29 1.038 0.164 0.0 2.13 2.13 2.041 10.79 1.0 0.50 TC68X45 3.99 C.0 0.0 0.343 0.494 9.10 13.1 4.38 1.81 3.85 1.93 1.93 0.982 0.115 0.0 2.131 2.822 1.878 16.09 1.0 0.652 TC68X47 4.53 C.0 C.0 0.343 0.496 9.10 13.1 4.38 1.70 4.59 2.29 2.29 1.01 0.157 0.C0 2.220 l 2.603 2.041 10.79 1.0 0.522 TC610X47 S.22 C.0 C.0 0.343 0.610 8.59 15.2 S.06 1.71 4.59 2.29 2.29 0.934 C.213 0.0 2.904 t
.- -- -..-v
g ~-' - - ;~~'
,, .m, 77 7
, i
, 3 ,c SilPERPO'T 5 Version i A;.ril 1986 i
i' O 2.679 TC410X68 2.041 10.79 1.0 0 413 ' S.49 C.0 0.0 .0 343 0 657 ~9.10 15.2 S.06 1.464 13.1 4 38 4.38 1.544 'O.204 C.0 3 201 ' 2.S93 3496 'l 9.96 ' 1. C -
, 0 434 ' ! TC811X47 ;-
I S.51 C.0 ca; 0 39 0 516 'A .'08 32.4 3.14 2.43 4.59 ._ 2. 7,4 2.29 0.913 'O.213 0.9 2.78 3.05 2.C41 10.79 1.0' 0.61S TC411X68 ' ' ' S.75 0.0. , 0.0 0.~39 ,9.563 9.11 32.4 5 14 2.37 13.1 4.34 4.38 1.S1 0.204 A.0 3.03 2.96 3.96 9.94 1.0 ' O.636
- L35358 '
3 25 C.0 3.S C.S , 0.5 0.0 3 44 . ' 1 49 0.483 3.44 1.49 4.49 C.643 ,0.271 19.430.0 1.6'29'., 1.425 C.0 ' 0.0 1.0 , 1.6 e ' L29296 1 73 C.0 2.5 ' O.379 0 375 00 0.984 f,7 0.5644 0.467 C.984 C.St6 ' C.S64 0.447 C.0413 11880.Sc J.865, 0.845 C.0 0.0 10 1.0 > i MC3X7.1 ' 2.09 3.0 1.938 0 351 C.312 d.4 2 73 1.82 1.14 0.712 1.06 0 561 0.543 ,0.044 , 0.0 . .C ,916 1.341 2.05 8.37 '
,C.694 1.0 C12X20.7 -
s 3 4 09 12.0 2.942 0 501 0.282 8 13 129.0' 21'.S
.- 4.41 3.J8 55S6 1.73 0.799 04371 0.0 3.38 2 95 17.7 1.01 0 544 1.0 a. ! e _ ,
C3XS ' 1.47 3.0 144'98 0 273 C.154 7 32 1 89 1.24 1.12 C.247 0.564 0 232 0.41 0.04 J - 3.G-1 '0.774
, 0.818 1.23 16.69 0.61J 1.0 , . '
CSX9 2.64 S.0 1.885 "0.32 0.325' 8.29 f) . 9 ' - 3.S6 1.83 C.632 1.32 0.449 0.44% ' O.109 0.0. 1.625 1.204 3.02. 8.65 C.521 10 - MC3X9 - ' 2.65 3.0 2.122- 03S1' O.497 .n.02 3.15 ' 2.1' 1.09 , 0.967 1.393 0.677 0.604 0.175 , 0.0 1.%1 .' 1 49 2 24 S.6 0.401 l'. 4 '- CSM6.7 . ~ 4 - 1.97 S.0 1. 7'3 - 0 32 C.19 8 93 - 7.49' ~ 30 ' 1.95 0.478 0. 44 8 U.378 0.493 0.055 0.04 0.95' 4 1.12 ~2.4 12.38 M9 -1.C - ' - o,' C4X7.lS . - , 2.13 40 1.721 0 294 - 5 321 7.84 4. s 's J.27 1.47 C.43r 0.941 0.342 0.45 10.082 0.0 ' 1. 2 6 4 + , 1.02 2.041 '10.79 0.S37 1.0 <-
~
MC412X40 '
! 5.93 C.0 0.0 0.175 0.6S3 4. PJ 18.7 6.2% ,
1.776 13.1 4.38 4 38 1.4Je J.23 0.0 3.1a 3.07 3 96 9.96 10 0.67t f CMedX37 , , ,
- 71 4.49 0.0 . 3. 0 .- C.351 a.Stt 9.10 13.1 4.34' ' , 1.71 2.73 1.42 1.82 0.7 f8 , - 0.159 0.3 2.35'
! 2.25 2 046 % 96 ' t. 0 0 328
! C613K6 3 - -
7.64 C.0 0.0 0 343 0.78 8.1 17.4 S.8 1.51 17.4 S.8 S.9 1.51 0.482 a.s 4.1 e
-262 s
- _ _ _ = _ -
.. - . % : w' - . =. -- x===- =
c n; . e J 1
- t SUPERPOST Version 2B t
f . . - April 1986 41i. . 4.44 "5 24 10 0.5
*C414x47 7.42 . 0.0 0.0 C.475 0.675 7.64 29.7 2.0 4.59 2 29 2.29 9.91 4.hti 2.041 0.787 0.461 0.0 3.293 10.79 1.0 0.822
!AC412X47-
,$.66 C.0 0.0 0 375 0.604
- 2 82 4.59 2.21 7.84 18.7 4 24 2.29 0.901 0.237 0.0 2.48 3.15 .
2.041 ' 10 79 1.0 0.654 r
~
b l - 5
! l . -
l I T s
\ .
0
-e 5
e 9 4 h 4a
; ,; . t. . . . .
JPERPOST Version 28 April 1986 . APPENDIX C I WELD TYPES S e W ' y e 9 9 9 f a l J 0 9 1 e e e 6 G 1 1 i . l n
,;: -m,.. ..
' ~
.=.. - : .
'l . ,
~
'SUPERPOST Version ~28 l April 1936 Lo -
Y a R Y g m h I n 3 b =X e -X
/-
Z
=
~
e ELD IN TE X-Y PLAE Z
/
~
ELD IN TE X-Y PLAE b
'I
~
PARALLEL TO TE X-AXIS PERPDOICULAR TO TE X-AXIS
, E E D
f '
/ -
/ ,
/
,/ J xlq u/ .
x
*/ j/
f e Z // e Z
// b ELD IN TE Y-Z PLAE ELD IN TE Y-Z PLAE PARALLEL TO TE Z-AXIS PARALLEL TO TE Y-AXIS Y Y h
E" E b e *
/ _*f / / -
f 2< = = 2
/ =
P X S PER I TO i XIS Lg .
- .z:
. ,: - - - ., .. ?.
SUPERPOST Version 28 April 1986 i Y . Y M n ER l i e_ h t l =X / b ;
;M .
(=X ,
;a/ l L
/ /
z _ ] Z ELD IN TE X-Y PLAE ELD IN TE X-Y PLAE LEGS PERPDOICULAR TO TE LESS PARALLEL TO TE X-AXIS X-AXIS . Y g Yb 20 - f O ! /
/
0 ' \
\'
1
/ \
L X 1 -X
*/ / :
, (/ .
Z / Z
*/ ELD IN THE Y-Z PLANE LESS PARALLEL TO THE ELD IN TE Y-Z PLAE Y-AXIS 1
LESS PARALLEL TO TE Z-AXIS Y Y '
' EE.
2E e O 1_ e-b
/ C*/// _*
. o / z' t b J j ELD IN 1E X-Z PLAE ELD IN TE X-Z PLANE LESS PERPENDICULAR TO THE' LESS PARALLEL TO TE X-AXIS - X-AXIS l *}
.~ , . , ,,.
. . . =. . .::t . '
,, y *SUPERPOST Version 28 j g April 1986 i l i l b l -X e .
/
2 [- * -l -
~
ELD IN TE X-Y PLAE . Y B
* - i
/= 7 :
l b - ! / / (X Z l
- i ELD IN TE X-Z PLAE -
Y
~
n E
/
~
h- 2 al-6
/ / f z / .
O ELD IN T)E Y-Z PLAE
- . _ - - _ - - . ------.===----::- .
' ~^ '
-= =- - - = -
, - . , :m ..:
l- . l 1 l I usgqy -e
. M NO.TICE W SUPERPOST g 38-001 O
g ,- gg 05/07/86
Description:
The weld sumary table is based on the maximum resultant stress and not the maximum required thickness. .
. Summary of the types of analyses that may be offected or results tflat should be reviewed:
All analyses with weld qualifications. O aecc enactions to ero r. users: ,f .For previous analyses, the weld For future analyses use SUPERPOST version stress sumary must be manually checked for' correctness. i i f
. l
~
l
~
4 l l
.. . .T p
' f re3 est Er.gineer
> d kM YM
,4 ate . . . _ , , , QA Jeanasar .
. n a t e ,..
.. -.: - - - . -. . :-. =-- =a---- - - - -' -A^ *
= '- -- -~- - ~ ~ - * ~~"
. .. .a .
1
},
e
,I 1
r SUPERPOST USER'S MANUAL VERSION 3B . I I l 4
. Manual No.
1 j I t
.-,- , L L _, '!___,_.,,,, . . ._ ,1 . _ _ , - -
5
. , .....,._-,.,_~,,__+,;,_____,,., _
_ ., . s,__ ;,;_ _ _ ,___ __
.. , g;a - , u, s.-. .e
. .: ;4.;; , ..
~
l
. . j1 1
i i
- IMPELL CORPORATION REPORTAPPROVALCOVER$HEET i
Client: TEYA9 UTilTTfFS GFNFRATING COMPANY !.' Project: CPSES C ABL E TRAY HANGER OUALIFIC ATION Job Number: 0210-040 l Report
Title:
SUPERPOST USER'S MANUAL Rev. O The work described in this P.eport was 'per.fomed in accordance with the Impell Quality Assurance Program. The signatures below verify the accuracy of this Report and its compliance with applicable quality assurance requirements. l Prepared By:_ hwd Date: 2-[2.0/fr6 Reviewed By: M' Date: d!D[86 l Accreved Py; Date: 6!M -
,O REVISION RECORD Rev.
Approval
; No. Prepared Reviewed Approved Date Revision b/P Inc cora e 1 '
4 fi/ (. l , i - and 28 and ! editorial. changes. 2 g b d Incorporate Version 3B
. and l editorial
. changes. I i IO,
* ,,%. - "' ' ' '9
- a 6 g. p .q, ,,,g , , ,
,.,._,-# e.. ?m , ,.sse ...,_,4.A.;_,. _. _ :. .. ;4 ; , _ __,i,g , g i ., g, , , _,; , ,, _ _ ,
v._ ,
. c ;~ .
_e'
.- s. .:
., m. . , . #. . c. L. . %. , ,
};
SU, cRPOST Version 3B l May 1986 j
+
.I TABLE OF CONTENTS Page j
1.0 INTRODUCTION
2 f
, 2.0 SUPERPIPE REQUIREMENTS 3
- 4 3.0 SUPERPIPE LIMITATIONS 4.0 JOB CONTROL LANGUAGE ,
5 7 5.0 SUPERPOST INPUT DECK ,
' 6.0 SUPERPOST OUTPUT- 17 7.0 SUPERPOST CONSERVATISMS 18 ( ;
I 8.0 QUALIFICATION CHECKLIST 19 j
9.0 REFERENCES
20 1 APPENDIX A: GETPROP User's Manual A'l! i O' APPENDIX B: GETPROP Library . l l APPENDIX C: Weld Types : 1 l 9 1 e i O A f
- 1-
,s. _
.. . . _ . ~ . . . . , . . .
y . wa: .csa . e ~ duPERPOST Ver, ion 3B O
1.0 INTRODUCTION
4 Evaluations of cable tray systems have conventionally been performed using equivalent static analysis. To minimize conservatism, Impe11 performs dynamic analyses of these systems using its finite element program SUPERPIPE. SUPERPOST is a post processor to SUPERPIPE which extracts qualification data from SUPERPIPE and performs a code qualification of each support in the system. l . The SUPERPOST input deck is generated interactively using Impe11's SUPERPIPE preprocessor HANG 10 [Ref.13. The use of these programs automa~tes the qualification effort thereby minimizing the cost of
~
performing evaluations. Output from SUPERPOST consists of a qualification report for each support in the system. The qualification reports contain an echo of the SUPERPOST input deck, a tabulated If sting of qualification parameters, a , summary of member forces and support reactions, a listing of stresses in- , 1 structural members and welds, a comparison of member and weld stresses to allowables, and a qualification summary,which identifies peak stress
-locations and qualification status (i.e., pass / fail).
r This manual describes the proper use of SUPERPOST. Section 2.0 describes O: SUPERPIPE requirements. Section 3.0 describes SUPERPOST limitations. Section 4.0 describes the required job control language. Section 5.0 describes the input deck and Section 6.0 describes the output. Section 7.0 describes conservatisms inherent in the program. Section 8.0 presents a checklist to be reviewed to ensure that all SUPERPOST , parameters are considered properly. i O 5 G 4 0 O
-s 'l
*, ' h, L, d' : ,
e , , s .1 '
w ws : , <>- - '
.c ..
SUPERPOST Version 3B May 1986 2.0 SUPERPIPE REQUIRE!ENTS SUPERPOST extracts qualification data from a copy of the SUPERPIPE analysis output file. Therefore system geometry data and all relevant load cases must be contained in this file. SUPERPOST assumes that the following units are used in the SUPERPIPE I 4 analysis: . l Nodal _ coordinate data are assumed to be in feet.
- Member forces are assumed to be in kips. ,
- Moments are assumed to be in kip-inches. ,
Cross-sectional data are assumed to be in inches. SUPERPOST does not check if units are used properly. It is the user's responsibility to ensure that consistant units are used. For channel members, SUPERPOST assumes that the minor axis,is the SUPERPIPE local y-axis and that the major axis is the SUPERPIPE local z-axis. Allowable bending stresses will be calculated incorrectly if
~
this convention is not used. For angles and T-channels, it is not
- necessary (although it is recommended) to follow this convention. In all cases, a warning message is printed if this convention is not used.
'~
E e O
. ,.c . . , .
.. , ,...r;.- .. . .. ..- _ - __. . . __ _ . - _ . . - - _ , _ _ _ , _ .. _
, _ _1.u . - : . '- ,f.-._ ;l. .
SUPERPOST Version 3B May 1986 3.0 SUPERPOST LIMITATIONS SUPERPOST is a project specific program developed for the qualification of cable tray supports for Texas Utility Generating Company (TUGCO) and therefore its use is restricted to this project. - Qualifications performed by SUPERPOST confom to the requirements of
- Impell Project Instruction PI-03 [Ref. 2] including the AISC Manual, 7th
- Edition [Ref. 3] with the following limitations: .
- Welds are assumed to be fillet welds made from E70 electrodes. '
~>- - Structural components are assumed to be A36 steel.
. Only channels, angles, and T-channels (Tee's composed of two channels) may be evaluated using SUPERPOST.
- Only the members listed on the SUPERPOST output meeting all the stress criteria shall be considered qualified. ,
- Base plate, base angle, anchor bolts, and embednent plate -
qualifications'are not performed by SUPERPOST. Loads acting on these ' , . items are reported for subsequent evaluations in their respective local coordinate systems. .
- SUPERPOST is verified for use on the Combustion Engineering CYBER 990, Version 2.3 of the NOS Operating System. Use on other computer systems is not pennitted.
1 I e 1 O
- a. :_- . .- _.-_-_L
.JERPOST Version 38 May 1986 4.0 JOB CONTROL LANGUAGE Two methods are available for running SUPERPOST. In the first method, 4
the SUPERPOST input deck is included in the SUPERPIPE input deck in the form of comment cards. Job Control Language (JCL) for th'is method is as follows (note items in . brackets [] denote user input): J08, [ time limit], priority]. j USER, Cuser name) password].
. CHARGE [ project], job number].
j , ROUTE, OUTPUT, DC=PR, UN=[un],DEF. . ATTACH, POST 38/UN=CTDATA. i ATTACH, [SUPERPIPE output file]. . POST 38, [SUPERPIPE output file], OUTPUT,*PL=99999, j RETURN, POST 38, [SUPERPIPE output file). j DAYFILE. EXIT. DAYFILE. l ] - 2\ The second and recommended approach.for, running SUPERPOST is to create a j separate file for the SUPERPOST input. The JCL for this method is as follows. (Note execution of GETPROP (GP) (see Appendix A) is included in this JCL):- - i J08, (time limit], [ priority]. - l USER, [ user name], [ password].
! CHARGE, [ project), [ job number].
ROUTE, OUTPUT,DC=PR,UN=[un],DEF. - i GET,GP/UN=CTDATA. GET,PROPLIB/UN=CTDATA. GET,.[ consent cards). GP, [connent cards].
; RETURN,GP,PROPLIB,[commentcards]. ! REWINO, PROP 00T.
j ATTACH, POST 38/UN=CTDATA.
! ATTACH, [SUPERPIPE output file].
POST 38, [SUPERPIPE output file}, OUTPUT, PROP 0UT,*PL=99999. RETURN, POST 38, [$UPERPIPE output file]. DAYFIhE. I EXIT. , , ,! OAYFILE. /1 u
! The initial execution of SUPERPOST fer a given SUPERPIPE analysis .
; requires that the entire SUPERPIPE output file be available for data extraction, jO
. 5'
.n.~,,r~--..-----.s- .,_g-n-,.--..-- , - - . , , , , ,.m-- , ,- , , . . . , . , , - . , , , . . , , , .
-----,L- ,-l-,--n.- ,L. *+
i I SUPERPOST Version 3B : 1 May 1986
~
During the initial execution, SUPERPOST condenses the SUPERPIPE output file and stores only the data used by the program on TAPE 99. TAPE 99 can be saved as- a permfile or as a magnetic tape file for subsequent executions. The SUPERPI,PE output file can then be purged. If TAPE 99 is saved for subsequent executions, a REWIND TAPE 99 card would be placed directly after the RETURN POST 38 card. TAPE 99 would then be saved to the desired file. Subsequent executions would treat this file " as if it were a SUPERPIPE output file.
- l. .
d 0 0 .O J e 6 lO
- 6 '-
D - + - - , ,- g g- r.-, - , _ _ , - .y-,, -- _ _ - _ ,
- , , , . . - . - - - , . -,, I , --
~*
.. l.
~ ~^~ ~^ '
- .l. ..v.1:. " *.Y , : " ':c,r V i v .
SUPERPOST Version 38 May 1986
, 5.0 SUPERPOST INPUT DECK Every cable tray support evaluated by SUPERPOST will be defined by the following categories of SUPERPIPE comment cards.
- 1. Mode .
- 2. Support
, 3. Run
- 4. Member
- 5. Length
- S. Section Property 7.
Weld .
- 8. A'nchor 9; Loading -
g In almost all cases ' HANG 10 Ref. [1] will automatically generate these 1 cards in the SUPERPIPE input deck. Below is a detailed description of each of these categories. Comment cards are free fomat with fields separated by commas. Conusent i .; cards will generally start with the characters "C ". Conument cards ' j starting with "C+" indicate that the following card is a continuation i card. For each support, the run, member, and length cards must appear in the . above order. .The remaining cards may appear in any order. I ' All blocks of comment cards contained within the SUPERPIPE input deck *~ \
! must contain an even number of lines of 1.nput. A blank consnent card may be entered to satisfy this requirement. -
5.1 Mode Comunent Card
Description:
The mode card is used to define the execution mode of SUPERPOST. Cards Required. I'
- 1. C-MODE, execution mode l
~
execution mode = 0, nomal execution, teminate execution if data checking errors are found l' 1, terminate execution after data checking
' (stress evaluations are not performed) I
- 2, nonnel execution, do not teminate i execution if data checking errors are found ,
i Note: This card is optional. If it is not used, the execution mode defaults to 0. 1 SUPERPOST data checking consists of the following:
- determine if all C- and C+ cards contain reconizable .
information A 2.,L ..
----.--_.-: _ _ _ u: _
. ..u , =;_ _,:_. -. -. j __ -
m . . . _ _.
. . .- . . ., ~, ;. . .
SUPERPOST Version 38 May 1986
- determine if the SUPERPIPE output file or the TAPE 99 file is '
empty )
- detemine if the specified men 6er names on the member cards l are listed in the SUPERPIPE output
- determine if valid cross-section types are specified (i.e.
CHANNEL, ANGLE, or TCH.ANNEL) ! ;
- detemine if the FLAG parameter on the member cards is j consistant with user specified La values and length cards
- detemine if the i and j nodes specified on the length canis
; identify valid members .
i - determine if valid weld types are specified on the weld cards
- determine if valid member names specified on the weld cards M - detemine if the a,b, and t dimensions on the weld cards ar's I greater than'zero ,
I - detemine if valid anchor types are specified (i.e. ANCH, l SNGL) ,
- determine if the specified anchor nodal points and anchor
; types on the anchor cards are contained in the SUPEFIPE output
- detemine if the load case names specified on the load cards are contained in the SUPERPIPE output
! - detemine if allowable nomal stresses exceed Fy.
. PI-03 Ifmits the normal stress allowables to F Allowables used in SUPERPOST are calculated bybltiplying the AISC allowables by the allowable stress increase factor specified on the load cards. (Normal stresses allowebles used in SUPERPOST will never exceedyF provided proper allowable stress increase factors are input as specified in
! PI-03.)
Data checking is perfomed for all modes of execution. Data checking messages are printed directly after the echo print of the SUPERPOST input deck. I TAPE 99 is created for all modes of execution. This file can be used to restart successful data checks. k i 4 1 l
- 8-
. . - , '. - ~ _ - _ - --
i f
-./ERPOST Version 38 May 1986 r
! 5.2 Support Comment Cards
! Definition of a Support: all structural steel components and welds 4
that belong to a single hanger, j Cards Required:
- 1. C+ SUPPORT I This card indicates that all comment cards following (up to [
i the next card with this fomat) are related to a single
- support. i
]l 2.
C-support name, support type, load scaling factor, weld ' stress flag. . A
. /2
support name = The SUPERPIPE miscellaneous member group name -
! which corresponds to the support being qualified.
f support type = A support type identifier from HANG 10 [Ref. 1]. This identifier is not mandatory.. l Load scaling factor = Factor used to scale all forces, < 1 moments, and anchor loads associated with the support. l we.1d stress = 0, all member stresses;' weld stresses, and
- - flag stress summaries are calculated and j printed for the support 1
I . 1, only weld stresses and weld stress sumaries are calculated and printed : a (member stresses are not calculated under i this option) ' l Note: The weld stress flag defaults to 0. l .- 5.3 Run Comment Cards ' /h_ . l Definition of a Run: a single continuous structural steel beam consisting of one or more members. ' Cards Required:
- 1. C+RUN f
- 2. C-run name, crops-section. type, cross-section name, X y , Kg, Le l
run name = a 4 character name which uniquely defines each
! run of the support.
i cross-section type = CHANNEL, ANGLE, or TCHANNEL to define l j the cross-section type, of the run, 1 t i cross-sectio.1 name = cross-section identifier, 8 characters I or less. This name is used to identify which set of section property cards (see Section 5.5) are to be used to establish i crosswection properties. - 2
.g. ,
9 .W3: . .. :_. N .u: .- E 7 SUPERPOST Version 38 May 1986 Ky = K factor to be used for weak axis buckling cliculations. Kg = K factor to be used for strong axis buckling calculations. .. unbraced run length in feet to be used in flexural . Le buck= ling evaluations (default is the entire run length).
. 5.4 Member Comment Cards Definition of a Member: A SUPERPIPE beam element which spans a single pair of nodal points.
(NOTE: All the members for the run under
- consideration must.be defined before defining subsequent runs).
. Cards Required: ,
- 1. C+fEMBER
- 2. C-menber name,1-node, j-node, C,y, C,,,Wfg,Wfj, Flag,L, member name = a four character name. Member names must -
correspond to those used in the SUPElrIPE analysis. 1-node = starting node of the member as specified in the SUPERPIPE analysis, j-node = ending node of the member as specified in the SUPERPIPE analysis. C coefficient to be used in evaluations of axial chr=ession and bending stress interactions for the y axis,
. (see [Ref. 3], Section 1.6.1), (default value is 1.0).
Caz = Same as Cay for the z axis. Wft = a flag indicating the boundary conditions for warping defonnations of the flange at node 1. If the flange - is free to warp (i.e., at bepe angle attachments), then a value of 0 is entered and nomal warping stresses in the flange are neglected. If warping defomations are restrained (i.e., at base plate attachments or at internal nodal points of a continuous member) then a value of 1 is entered and warping stresses in the flange are considered. This parameter is applicable only for channels. For angles and T-channels a value of I should be entered. Wf j = Same as Wft *for node j Flag = 0, Le will default to the members length
= 1. La will default to the run length
= 2, L will be supplied by the user on the member card
. . . . . , ,,,,. .10 - ,
...z.o. .
.w . ..
?..
.h SUPERPOST Version 38 May 1986
= 3, Length cards will be used to define L, ! unbraced length in feet to be used in lateral La tors =ional buckling evaluations. A value is supplied by the l
user if FLAG =2. Otherwise a L, value is generated by
.SUPERPOST in accordance with the}}