ML20198H396
| ML20198H396 | |
| Person / Time | |
|---|---|
| Site: | Oyster Creek |
| Issue date: | 02/06/1995 |
| From: | EQE ENGINEERING CONSULTANTS (FORMERLY EQE ENGINEERING |
| To: | |
| Shared Package | |
| ML20198H339 | List: |
| References | |
| REF-GTECI-A-46, REF-GTECI-SC, TASK-A-46, TASK-OR 42112-C-001, 42112-C-001-R00, 42112-C-1, 42112-C-1-R, NUDOCS 9812290334 | |
| Download: ML20198H396 (185) | |
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"T ATTACHMENT 18 DN
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CAL'CULATION COVER SHEET l -
ENGINEERING CONSULTANTS n..e.
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Project:
(A OYSWA C46'ER A-46 Calculation
Title:
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EQE ENGINEERING SHEET NO.
1 l
JOB NO. 42112 jos JE6 DATE 2,[fl95 l
CALC. NO. C-001 SUBJECT Raceway Analytical Review C[K'D v/N DATE 2-4-9f 1
Table of Contents Page l
1.0 Purpose 3
2.0 References 4-3.0 Methodology 5
4.0 Calculations 6
5.0 Summary of Results 132 6.0 Conclusions 134 l
I Attachments No. of Pages A
Analytical Review Data Sheets 44 B
Checking Criteria Checklists 6
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l EQE ENGINEERING SHEET NO.
3 l
JOB NO. 42112 Jos
.J46 DATE 2///5f CALC. NO. C-001 SUBJECT Raceway Analytical Review CdD d# DATE 2-6 -f5 i
1.0 Purpose The purpose of this calculation is to document the limited analytical review of selected cable tray and conduit support systems from the Oyster Creek Nuclear Generating Station. The limited analytical review is a requirement of Cable and Conduit Raceway Review, Section 8 of the Generic Implementaion Procedure-(GIP) (reference 1) for the resolution of USI-A46. The purpose of the limited analytical review, as stated in the GIP, is to show that the Oyster Creek cable tray and conduit support systems are at least as mgged as those that performed well as evidenced by past earthquake or seismic testing experience.
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EQE ENGINEERING SHEET NO.
4
- os 2.NW 42112 J/LO DATE JOB NO.
CALC. NO. C-001 SUIUECT Raceway Analytical Review CdB M DATE Z 0 ~ff 2.0 References 1.
Seismic Qualification Utilities Group (SQUG) Generic Implementation Procedure, Revision 2A.
2.
Unistrut General Engineering Catalog Number 12.
3.
AISC Manual of Steel Construction, Eighth and Ninth Editions.
4.
EQE Report Number 50124-R-002, Revision 0, In-Structure ' Response Spectra for the Oyster Creek Nuclear Generating Station Reactor Building Compilation of Response Spectra for Use in USI A-46 Program.
5.
EQE Report Nu'mber 50124-R-001, Revision 0, In-Structure Response Spectra for the Oyster Creek Nuclear Generating Station Compilation of Response Spectra for Use in USI A-46. Program.
6.
Oyster Creek Burns & Roe Drawing 4075.
7.
Oyster Creek Burns & Roe Drawing 4049, 8.
Final Safety Analysis Report (FSAR) for the Oyster Creek Nuclear Generating Station.
9.
EPRI NP-7151-D, March 1991. Cable Tray and Conduit System Seismic Evaluation Guidelines.
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EQE ENGINEERING SHEET NO. [
JOB NO. 42112 og
,c4 DATE 2// f CALC, NO. C-001 SUBJECT Raceway Analytical Review CH D d DATE Z
~9f 3.0 Methodology The methodology for the limited analytical review of cable tray and conduit cupports is provided in the GIP (reference 1), Section 8, Cable and Conduit Raceway Rev ew.
Worst case, representative samples are selected during the Seismic Review Team's in-plant walkdown of the cable tray and conduit systems. A limited analytical review, as described in the GIP, is then performed for those selected samples. The limited analytical review guidelines provided in the GIP address the structural integrity of raceway systems by correlation with raceway support systems that performed well in past eanhquakes or seismic tests.
l
EQE ENGINEERtNG SHEET NO. 4 MJdb DATE 2//NI JOBNO. 42112 jog CALC. NO. C-001 SUBJECT Raceway Analytical Review C
D' d W DATE 2'0-ff 4.0 Calculations A limited analytical review will be performed on each of the analytical review selections listed below. The analytical review calculations for each case begin on the listed pages. Certain analytical review cases evaluate multiple supports. The results of the analytical review for each support are tabulated in Section 5.0 of this calculation, Summary of Results.
Selection Number Eage TB-0.0-001 7
TB-0.0-002 13 TB-3.5-001 19 TB-36-001 24 TB-36-002 29 RB-NE-001 36 RB-23-001 41 RB-23-002 49 RB-23-003 62 RB-23-004 73 RB-23-005 83 RB-MG-001 101 RB-51-001
- 112 RB-51-002 116 RB-51-003 121 t
I E6. E ECE ENGINEERING SHEET NO.
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IIE UM bN b
'BY 7Zhd-DATE /U-9F
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JOB JOB NO.
CALC. NO. bdOI SUBJECT bhB LG TM/ bd l-UA 7'Od 4 b DATE /,/3/,/4f C
i ANALYTICAL REVIEW No. TB-00-01 The support is suspended from the ceiling. It is secured to the ceiling by (2) 1/2" shell anchors of unknown manufacturer. There are many conduit supported from this support whose tributary weights must be accotmted for.
Refer to the analytical review data sheet sketch for sizes and ripported lengths.
Cable Trav Scans: note both directions Span _1 := 6.67 A Span _2 := 6.67 A Span :=(Span _1 + Span _2) 1 Span = 6.67 ft 2
Cable Trav Size: Note: Per Section 8.3.9 of the GIP. cable tray weight may be estimated as 25 psf for a 4" deep tray.
psfd psis$.
Wt := 25 psf Width :=2 A Depth := 4 in a
i,2 2
Cab ;TrayPercentaceFill:
%_ fill _1 := 50
%_ fill _2 = 50
%_fdl_3 := 30
%_ fill _4 := 10
%_ fill _5 := 10 Cable Trsy Weichts:
W g := Wt Span-(%_fdl_l 0.01) Width W g = 167 lb W2 := Wt Span-(%_ fill _2 0.01). Width W2 = 167 lb W3 := Wt Span-(%_ fill _3 0.01) Width W3 = 100 lb W4 := Wt Span-(%_ fill _4 0.01) Width W4 = 33 lb W3 := Wt Span-(%_ fill _5-0.01) Width W5 = 33*lb Wtrays = 500 lb W,3 73:= W g+W2+W3+W4+W5 1B 00-01.MCD (Page 1) 3:31:54 PM l
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P6. &
EQE ENGINEERING SHEET NO.
d JOB NO. dd// 7 JOB VS6 bMe1.-
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b BY T2bd"'
OATE /-V-9C CALC. NO.M 0d l SUBJECT [JALK TM4 64t.AJA 7/or/
CH MO DATE lh if 4f Conduit Weights: Reference 1 three_ quarter := 1.4 b one := 2.2 $
ft ft Conduit Group Weights in pounds:
W i :=three_ quarter ll 2 ft W 3 = 31 lb W2 := ne 8 6.67 ft W2 = 117 Ib Wconduit = 148 lb Wconduit := W 3+W2 Wtotal = 648 lb Wtotal := Wtrays + Wconduit Following the guidelines of Section 8 of the GIP, all supports selected for limited analytical review should first pass a 1.0 x Dead Load check accounting for all eccentricities:
GIP Section 8.3.1: 1.0 x Dead Load: The cable trays are suspended from the ceiling by threaded rods into Unistrut strut nuts in a horizontal channel. He deadweight of the cable trays and conduit is resisted by pullout of the two rod nuta.
From Reference 2 fmd the following allowable 1/2" stmt nut 'oads:
Allowyullout := 2000 lb Allow slip := 1500 lb Here are two 1/2" rods supporting the cable trays and conduit:
fI f = 324 lb t
t 2
Pullout Allowable exceeds Demand, OK.
t 1
i TB4041.MCD (Page 2) 3:31:$7 PM i
u.8 EQE ENGINEER 1NG SHEET NO. 8 JOB NO.
dIIb JOB V4 "T E!I C b %
BY N DATE hM*ff
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CALC. NO. b 'N l SUBJECT (MtA T/2r+V 6V4l vari vJ ChJeh DATE I,lasIV
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fAeck 1/2" shell anchors:
Detennine anchor bolt allowable loads: Use methodology of Appendix C of the GIP.
From Table C.2-1 of the GIP find the following anchor bolt allowable loads.
F := 2290 lb Fy := 2380 lb t
ReductionFactors:
RTp := 0.6 RT, := 0.6 Reduction factor for unknown anchor bolt type. (C.2.2)
Reduction factor for concrete p := 4000 RF,:= 3000 3@
+ 0.65 strength = 3000 psi. (C.2.7) per RF 10000 Ref.6.
RF = 0.75 RF, = 0.95 p
Revised Allowable Loads:
t p
p y
s s
F = 1031 lb F = 1357 lb t
y Check Interaction:
It = 0.31
< l n, Anchor Bolts are acceptable for dead load.
F t Pullout Allowable exceeds Demand, OK2 TB-0041.MCD (Page 3) 3:31:59 PM
P 4, lo ECE ENGINEER!NG SHEET NO. Y
!b S N b E I,-
JOB BY Db DATE l-EM6"
~
JOB NO.
CALC. NO. d"Co l SUBJECT M L6 T/Ay h/40VA'7/cM db DATE //3/b5'
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Per Figure 8-6 of the GIP, the next check is a vertical capacity check.
GIP Section 8 3.2 Vertical Cacacity Check This check concentrates on the support anchorage, focusing on the weak link in the support anchorage load path. The Vertical Capacity Check is an equivalent static load check, in which the support is subjected to 3.0 times Dead Loaa m the downward direction. This check is limited to the primary raceway support connections and the anchorage of suspended support systems.
DL 3 := 3.Wtotal DL3 = 1945 lb 4
DL3 f
f = 973 lb t
t 2
Allowyullout := 2000 lb Pullout Allowable exceeds Demand, OK.
Check 1/2" anchors:
f t = 0.94
< l.0, Anchor Bolts are acceptable for 3.0 times dead load.
F t CONCLUSION: This support passes the vertical capacity check Per Figure 8-6 of the GIP, the next check is a ductile response check.
GIP Section 8 3.3: Ductile Resoonse Check This support is suspended from the ceiling on threaded rods. Therefore it is classified as a ductile support. The lower brace directly to the wall will not amplify any loads at the top of the rods.
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f TEMO-O t.MCD (Page 4) 3:32:01 PM
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u,. n EQE ENGINEERING SHEET NO. [
JOB NO.
II~2.- JOB OYMN bEEfb BY Ub OATE /~ M Y
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CALC. NO. 0 ~dd /
SUBJECT OM3L6 ~7i7ttV bA Lt> A-D cA/
/26 DATE I,[3IlW C /
GIP Section 8.3.4: Lateral Load Check This support will be subject to a lateral load to evaluate the wall anchorage.
The Lateral Load check is in the form of an equivalent static load coefIlcient. Per Section 8.3.4 of the GIP, the lateral load check can consist of a dead load combined with a tranverse acceleration of 2.5 times the ZPA of the floor response spectrum. This evaluation will assume the entire lateral load is taken by the brace to the wall and that the dead weight will be taken by the rods to the ceiling.
The floor ZPA is defined as 0.12g in EQE Repos t No. 50124-R-001, Figure 6-3.
ZPADoor := 0.16 g
accel _horiz := ZPABoor 2.5 accel _horiz = 0.40 g
Lateral _ load := (accel _horiz)-(Wtotal)
Lateral _ toad = 259 lb Check the 1/2" anchor bolt:
F = 1031 Ib t
Pullout Allowable exceeds Demand, OK.
Check clip angle: Assuming the clip angle is similar to a P1026 clip, the distance from the edge of the clip angle to the bolt = 1 inch.
b := 1.625 in t := 0.25 in S :=
S = 0.017 in*
6 M := Lateral _ load 1 in M =259 lb in a :=b o =15323 psi S
l Per Reference 2, the allowable l
bending stress in Unistrut members c i o,:=25000 psi a
is 25,000 psi for normalloading.
E404 t.MCD (Page 5) 3:32:04 PM
96.I2 '
FQE ENGINEERING SHEET NO. d JOB NO..d2 I/ b JOB
/W&
BY M
DATE / 8 N
~~
CALC, NO. MOCI SUBJECT dMM
/ bMU4 %d DATE /f3/[W CH4D Allowable stress exceeds actual stress, therefore the clip angle is adeauate.
~
The support is adeauste per the lateralload check.
Per Figure 8-6 of the GIP, the next check is a fixed-end rod check.
GIP Section 8.3.5: Rod Hanser Fatigg Evaluation This support is suspended from the ceiling on long threaded e
rods that are in Unistrut stmt nuts. This connection is judged to not be a fixed end connection dae to the very low torsional rigidity of the Unistrut channel. Note this channel is not embedded in the concrete.
Therefore this support passes the rod fatigue evaluation.
CONCLUSION: This support passes the Limited Analytical review guidelines of the GIP and is found to be representative of typical raceway supports in the seismic experience database.
TB-0041.MCD (Pasc 6) 3:32:05 PM
t Per.13 I
EQE ENGINEEraNG SHEET NO.
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JOB NO. NIS-- JOD
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DATE l-47-/(~~
b bIC Yf% IVA fu^' '/ Sh CHK'D ATE //h/W CALC. NO. O-O / SUBJECT
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<7 ANALYTICAL REVIEW No. TB-00-02 The support is a Unistrut channel cantilever anchored to the floor. Refer to the analytical review data sheet sketch for sizes and supported lengths.
Conduit Scans: note both directions Span _1 := 102 in Span _2 :- 106 in Span := (Span _1 + Span _2) 1 Span = 8.67 ft 2
Conduit Weinhts: Reference 1 three_ quarter := 1.4 b one := 2.2 b ft ft Conduit Weichts in counds:
Wconduit := 4-(three_ quarter + one) Span Wmnduit = 125 lb Following the guidelines of Section 8 of the GIP, all supports selected for limited analytical review should first pass a 1.0 x Dead Load check accounting for all eccentricities:
GIP Section 8 3.1: 1.0 x Dead Load: The conduit is supported from the floor on a P1001 unistrut channel.
From Reference 2 find the following channel properties:
2' P1001:
A:=1.11in b := 1.625 in t :=.105 in d
3 I g := 0.93 in S i := 0.572 in r i := 0.915 in I 2 := 0.472 in' S2 := 0.580 in*
r 2 := 0.651 in Check the Unistrut channel for buckling:
k := 2.1 1 ::131 in b = 423 l
r2 l
i IBM 2.MCD (Page 1) $.0$:45 PM
l 96, J4-l EQE ENGINEERING l
SHEET NO. ~2 -
hd b
BY M DATE M 7-# C JOB NO.
M JOB MS bble T
$1 B lva $r %
Ab DATE l,l3I,lW CALC. NO. $ "00 l SUSJECT L
Check for compactness: Table B5.1 Reference 3. or 5-36 ksia 1000.5 psisI in i,2 2
l l
Fy = 33 E := 27900.ksi Fb := 25 ksi Ref. 2 1
b 65 l
= 15.48
=.11.315 Therefore section is not compact Y
95
= 17 Therefore section is classified as non compact y
Fy := 33000 psi Ref. 2 b =423 C e :=
C = 129 c
F 3
y r2 Therefore, the allowable compressive stress is dermed from equation E2-2, pg. 5-42 of Reference 3.
2-xEE F,._
F = 805 psi a
- 23. k.13 2 f
(f2j Actual stress :
nduit F, = 805 psi f :=
I = 112 psi 3
a A
Buckling Checkis OK _
All other items are adequate by inspection for the 1.0 times dead load check.
Per Section 8.3.7 of the GIP, floor mounted supports should next be checked for an equivalent lateral load. This i
equivalent lateral load should be determined in accordance with Section 8.3.4 of the GIP. In addition to the lateral load, the P-A effect must be considered.
l TB-00-02.MCD (Page 2) 5:05:49 PM
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PG,ts' EQE ENGINEERING SHEET NO. 3 JOB NO.
SIS JOB 58 ME BY II.h1 DATE AA7-fC
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CALO. NO.
'N / ' SUBJECT b L5 7d'14 bb/>A 7md JGD DATE /b/ W l
4 GIP Section 8 3.4: Late al Load Check This support will be subject to a lateralload to evaluate the floor anchorage.
)
The Lateral Load check is in the form of an equivalent static load coefficient. Per Section 8.3.4 of the GIP, the late 21 load check can censist of a dead load combined with a tranverse acceleration of 2.5 times the ZPA of the floor response spectrum.
The floor ZPA h 1.Ened as 0.12g in EQE Repo.t No. 50124-R-002, Figure 2-2.
ZPAfloor := 0.12 g
accel _horiz := ZPAfloor 2.5 accel _horiz = 0.30 g
Lateral _ load := (accel _horiz).(Wconduit)
Lateral _ load = 37 lb Using the vertical acceleration = 2/3 of the horizontal:
2 gvert :=.. accel _horiz g vert = 0.2 g
3 Check P1001 channel: As the conduit are rigidly attached to the wall they will not displace in the N-S direction. As such, only E-W deflection is a concem.
3 Wconduit accel _horiz 1 a lateral Alateral = 1.0813,m 3EI g In addition to the computed deflection (A g, Section 8.3.7 states that additional slip for channel nuts and anchor ta bolts must be accounted for. This additional slip is 1/16" for the nuts and 1/8' for the anchor bolts. The resulting additional deflection is computed below.
- 0125 Aslip := asin
'I Aslip = 7.56 in
(
3.23 A = 8.643 in 6 := Alateral+ 0 slip 4
IB4042.MCD (Page 3) 5:05:52 PM
6%, %
ECE ENGINEERING SHEET NO. 4 JOB NO.
IS' JOB SN EEL BY M4 DATE h17 4F
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CALC. '
l'M I-SUBJECT WW TQ1 NA t, L)$'h0J
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Mlateral:= WconduitCC*I horiz l M lateral = 4905 lb in M p 3:= Wconduit'(I + 8vd A M p 3 = 1294 lb in Mtotal:= M lateral + M p 3 Mtotal = 6199 lb in The Unistrut channel will be checked for the combined effects of bending and compression in accordance with Chapter H ofReference 3.
f I = 10837 psi b
b S g f = 112 psi F, = 805 psi a
f*
- = 0.14
< 0.15, therefore equation Hi-3 must be satisfied.
I a f
fb a
- +
= 0.57
< l.0, therefore stress equation is satisified.
1 F,
? b l
The cantilevered Unistrut channelis seismically adequate.
Check 3/8' anchor bolts:
M total = 6199 lb in 1
Determine anchor boltloads:
M total-(l.725 in + 0.875 in + 2.75 in)
Wcoaduit g
t 2
- 1. 25# [2;(l.725 in +.875 in)2+ (l.725 in + 0.875 in + 2.75 in)2]
6
+
(
2 3
f = 739 lb -
t
'IB-00-02.MCD (Page 4) S:05:57 PM
b4.lt EQE ENGINEERifG SHEET NO.
I S JOB _ b V S O b
N DATE /-27-@C" JOB NO.
BY Cy JdED DATE I 31l I CALC. NO. d 'O/
SUBJECT 'M LC M b41_ t>rtW #
Determine anchor bolt allowable loads: Use methodology of Appendoc C of the GIP.
From Table C.2 1 of the GIP find the following anchor bolt allowable loads.
F := 1460 lb Fy := 1420 lb t
Reduction Factors:
RTp := 0.6 RT, := 0.6 Reduction factor for unknown anchor bolt type. (C.2.2)
Reduction factor for assumed 3000 p := 4000 RF,:= 3000 RF
+ 0.65 concrete strength = 3000 psi.
10000 (C.2.7)
RF = 0.75 RF, = 0.95 p
2.75 % 2.252 RS RS, := 1.0 Reduction factor for closely P=
10 375 spaced anchors RS = 0.948 p
Revised Allowable Loads:
F :=F RT RF RS Fy :=F.RT RF '.RS t
t p
p p
y s
s s
F = 623 lb F = 809 lb t
y Check Interaction:
f'
_ = 1.19
> l.0, Anchor Bolts are not acceptable for seismic load.
F t Demand exceeds Pullout Allowable, Support must be classified as an Outlier.
134042.MCD (Page 5) 5:06:00 PM s
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46,l8 EQE ENGNEERING SHEET NO. b JOB NO. d7 iib JOB bO C
BY - M DATE /-2 7*W
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CALC. NO. d*08 / SUBJECT M LC M NVAA ~I a /
C CD DATE /, Il fW s
Check stmt nuts for slin along loadine due to the overturmna moment:
The overturnmg moment is resisted by a shear couple in the (4) 1/2" strut nuts secunng the vertical Unistrut channel to the base bracket. The nuts are separated by the width of the channel which is equal to 3-1/4".
arm := 3.25 in Mtotal = 6199 lb in slip _ load :=
slip _ load =9541b
- 2. arm Per Reference 2, the 1/2" strut nuts have the following allowable slip along load:
Allow slip := 1500 lb As the allowable slip along loading exceeds the actual loading, the strut nuts are adequate.
==
Conclusion:==
This support is not seismically adequate per the review guidelines of the GIP. It is classified as an Outlier.
/
Set ouruoc * -r6 -0,o -o09, TB-0042.MCD (Page 6) 5:06:01 PM l
P& I9 CCE ENGINEERtNG A
SHEET NO.
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P4 7 8 EQE ENGINEERING E b SHEET NO. /*b JOB NO. #3 / / 2-JOB d4d DATE CALC NO. bddI SUBJECT N - 3 (o ' do / C DYM DATE 2-4 9f 8, 3. $~ MO /NH fEtt F/77/qv&~ 77W hA 5 /% F s'? A. o.0) /Mc vr 77/c T D P 7~/r>2 C/; 7~M4+1 7Mc-kucJ^3ef Ec k L.c,hd / 5 Th h) 2, 5 k,t fS l 2. tz e d :. ~ (Ac-f 1, riq 6'-IC fcrz hay of nk' q leve ( s,.T//e' pccuz. EfOO fir $Amsc" SArt712n "Frz d /LET=, j9 o ccaptr7tt.-y Lewoeb 6 Y 77W, 3 3 3 curv'e (<zef / Fe} 6-9) ng s nc ) Age r ze.a / tad ii 774 ' ~ /.16/P. e & *pL r ).I/>ftJfUM A!'d LGA /J &$?lb:. c rfe swm r is r?/mme *cernsee m ra s & w gec m 774 ur L1.1r rc unre nm-J-o.a61u9 cciac cu: icg E WA.727 /T SC~/$AlCA-?LY WJt'qvM
$,M ECE ENGINEEraNG SHEET NO. / JOB NO, Ob JOB 6 4 BY ,DA DATE /-21* b!< 7% b * !* ' % I48 DATE /f31 CALC. NO. bod / SUBJECT ANALYTICAL REVIEW No. TB-36-02 The support is a long series of P1000 channels suspended from the ceiling. It is secured to the ceiling by 1/2" shell anchors of nnknown manufacturer. There are many trays supported from this support. Refer to the field sketch for tray locations and supported lengths. Determine tray weicht: Per Section 8.3.9 of the GIP, cable tray weight may be estimated,as 25 psf for a 4' deep tray. All of the trays are 2 foot wide wi.. t yields the following linear weight for a 100% full tray. psrs$ psisS. wt :=(25 psf) 2 ft wt = 4.17 h 2 z a m m Determine weicht on rods: Note tray fills are from the walkdown data. wt-(0.5 55 in +.127 in + 0.2 27 in) A =74 lb 2 B := wt (.5 61 in + 0.161 in + 0.2 61 in) B = 102 lb 2 C := wt-(!.1 16in + 126 in + 0.216 in) C = 195 lb f i f i f D := wt-1.75 33 in 20in 41.5 ' 48 in-20 in- + 0.5 33 in 27 in D =446lb ( 2 i ( 2 3 ( 2 E := wt-(l.5 23 in + 23 in + 0.25 23 in) E = 264 Ib F := wt-(0.75 27 in + 0.5 27 in 4 0.25 27 in) F = 169 Ib G := wt-(0.136in + 0.2 36in) O =45 lb H := wt-(l.142 in + 0.5 42 in) H = 140 lb 2 wt-(0.5 41 in + 0.2 64 in) ! = 69 lb 2 y.; wt (1.139 in) J-89lb 2 wt-(l.75 20 in + 1.5 20 in + 0.5 27 in) K = 164 lb 2 wt.(2 38 in + 1.75 38-in + 0.5 38 in) L = 3391b 2 1B-36-02.MCD (Page 1) 4.58:04 PM
06,3o EQE ENGNEERING 8 SHEET NO. 7 JOB-S be ~b b BY M M' DATE /Y 7*9C JOB NO. CALC. NO. 000/ SUBJECT b fe 7 b/A/vd/.*H CP LED DATE i /bf f j wt.(l.5 71 in + 1.5 71 in + 0.25 71 in) M = 481 lb 2 'f I 25 + 5 + 8 f 5+8 i' R g = 76 lb , ( 12 + 25 + 5 + 83 (12 + 25 + 5 + 8, 3 f 25 + 12 f 12 {.gf 14 + 26 + 13 + 22 i R 2 ^, 2 il2 + 25 + 5 + 8j 0 2 + 25 + 5 + 8j ' 13 + 22 { 22 (1.5 + 14 + 26 + 13 + 223 y f 26 + 13 + 22 f f , (1.5 + 14 + 26 + 13 + 223 (1.5 + 14 + 26 + 13 + 22/ ul S t 14 + 26 + 13 + 2233 R2 = 285 lb f 1.5 + 14 + 26 l' R 3:=G + B. + j (1.5 + 14 + 26 + 13 + 223 1.5 + 14 + 26 + 13 + 223 (1.5 + 14 + 26 f 13 + 223' f 1.5 + 14 + 26 + 13 7.5 + 13 + 26 + 12 + 20 f 13 + 26 + 12 + 20 - + H. i g, y, 1.5 + 14 + 26 + 13 + 22j i (2 + 7.5 + 13 + 26 + 12 + 20 3 (2 + 7.5 + 13 + 26 + 12,203 6 + 12 + 20 + +Ci D- + K-(2 + 7.5 + 13 + 26 + 12 + 20j (2 + 7.5 + 13 + 26 + 12 + 203 (2 + 7.5 + 13 + 26 + 12 + 203 j R3 =681 lb 4 := I.f +'
- I
+ J- + C-R \\2 + 7.5 + 13 + 26 + 12 + 203 (2 + 7.5 + 13 + 26+ 12 + 203 2 + 7.5 + 13 + 26 + 12 + 20 [ +(L-1 + 6 + 12 J, 3 +.+ + 6 i +. + 1 + 6 + 12 +Di + K- ,(2 + 7.5 + 13 + 26 + 12 + 203 (2 + 7.5 + 13 + 26 + 12 + 203 (6 + 21 + 26 + 12j + 12 {f ~ 12 I + E. l , (6 + 21 + 26 + 123 (6 + 21 + 26 + 12), R4 = 966 lb f 6 1 +' 6 + 21 + 26 ' i ' 11+ 6+4 i 1 + E. i +i l +Ml (6, + 21 + 26 + 12j + 21 + 26 + 12j, (6 + 21 + 26 + 12, (2.5 + 11 + 26 + 4j 3 f 26 + 4 4 g, , (2.5 + 11 + 26 + 43 2.5 + 11 + 26 + 4, 3 R5 ' 9401b TB-3642.MCD (Page 2) 4.58:11 PM A 4
hla. 31 l ECE ENGNEERING l SHEET NO. 3 JOB NO. EIIb JOB bC bd:2 b b b BY pb DATE M79F CALC. NO. O~d0 / SUBJECT COe Trm Sm/w Yb% CH M DATE /b/f4f l / ~ f R6::M. \\+F-2.5 + 11 f 2.5 + 11 + 26 + g2.5,11 + 26 + 4 / , (2.5 + 11 + 26 + 4, (2.5 + 11 + 26 + 4f. R6 = 233 lb Reaction Summarr Rg=76lb R2 =285 lb R3 = 681 lb R4 = 966 lb R 5 = 940 lb R6 = 233 lb Following the guidelines of Section 8 of the GIP, all supports selected for limited analytical review should first pass a 1.0 x Dead Load check accounting for all eccentricities: GIP Section 8 3.1: 1.0 x Dead Load: The cable trays are suspended from the ceiling by threaded rods into Unistrut strut nuts in a horizontal channel. The deadweigh: of the cable trays and conduit is resisted by pullout of the two rod nuts. l Check P1000 unistmt channel: The maximum bending moment for the unistrut channel occurs between R3 and R4 and is derived on the following sheet. M := 12?O9.1.lb in and occurs at 32" from R4 which is the point of"D" loading. l l TB-3642.MCD (Page 3) 4.58:14 PM l l l i
- 4. 3 7.-
EQE ENGINEERING SHEET NO. b JOB NO. SI b JOB 0M bIdd L /~~ b BY M DATE M2-fC CALC. NO. bM / SUBJECT fa b Ie_ T bWIve.N s'm 48 DATE /[9I / T D 4 i/[ g/ 'l%' 44d
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v v v e 4 A A %s,0 1N s i p,.. ,y E . 6 9D8%.")t B9 (71)F 195'(CB) +4%(5z)+ sofg.) + ' $o4.3 3 , o,4,, .v kg.= (b9969tl959 S4 C F Ic4)- 5c4, 5 = 4 Ts, 7' 6*b us.s # .4 3 4b.3 15l.3 .3 % 7 4 4,i Aff.7 9 'I 01 vc q l'lVI (f.$ &L% x \\c@ l l
1 Pg. n ECE ENGINEERING SHEET NO. JOB NO.N/ Ib JOB f/ < 4b ~b BY 77A DATE M7W CALC. NO. NA / SUBJECT dbb T ba /*'* Ye h M DATE /bl!if p f '/ Determine P1000 pmperities: From Unistrut Catalog Rev.10A. 2 A := 0.555 in S := 0.203 in' S2 := 0.294 in' Determine stress: o := b o =62606 psi > allow. = 25,000 psi per Reference 2. Therefore S 1 this support is classified as an Outlier for 1.0 times dead load. Check 1/2" strut nuts; From Reference 2 find the following allowable 1/2' strut nut loads: Allowyullout := 2000 lb Allow slip := 1500 lb As all loads, A to M, and all reactions, R1 to R6, are Ibss than the allowable pullout load, the strut nuts are adcquate. Check 1/2" rods: Conservatively use root area per pg. 4-14? of Reference 3 and assume A307 material: A := 0.129 in* o := a =7492 psi < 20 ksi, therefore rods are adequate. A Check 1/2" shell anchors-Detennine anchor bolt allowable loads: Use methodology of Appendix C of the GIP. From Table C.2-1 of the GIF find the following anchor bolt allowable loads. F := 2290 lb Fy := 2380 lb t l IB-3642.MCD (Page 4) 4:58:17 PM 4
l l M4.M EQE ENGINEERING SHEET NO. d JOB NO. N I b JOB b~de b BY DI DATE 427#F blC W Ys % . lab DATE /f31 CALC. NO. d "'dd / SUBJECT M Ie Y I I / Reduction Factors: RT p := 0.6 RT s := 0.6 Reduction factor for unknown anchor bolt type. (C.2.2) educdon factor for asumed 3000 RF := 3000 + 0.65 concrete strength = 3000 psi. RF P := 4000 s 10000 (C.2.7) RF = 0.75 RF = 0.95 p s Revised Allowable Loads: F := F RT RF Fy := F RT RF t t p p y s s F = 1031 'b F = 1357 lb t y Check Interaction: Use highest reaction load. R4 = 0.938 < 1.0, Anchor Bolts are acceptable for 1.0 times dead load. F t Per Figure 8-6 of the GIP, the next check is a vertical capacity check. GIP Section 8 3.2: Vertical Capacity Check This check concentrates on the support anchorage, focusing on the weak link in the support anchorage load path. The Vertical Capacity Check is an equivalent static load check, in which the support is subjected to 3.0 times Dead Load in the downward direction. This check is limited to the primary raceway support connections and the anchorage of suspended support systems. DL3 := 3 R4 DL3 =2899 ib l As the unistrut channel fails 1.0 times dead load and the anchor bolts have an interaction value of 0.913 using 1.0 times dead load, the support is not adequate for 3.0 times dead load and must be l classified as an Outlier. TB.M-02.MCD (Page 5) 4;$ 8:19 PM l
I r<. sr EQE ENGINEERING SHEET NO. k JOB NO.d2. I I b JOB h b&b BY DM DATE /-27-vr ~ CALC. NO. d[ SUBJECT bI!< I Ny AMIv < 78-3co -oc 7 TB-36-02.MCD (Page 6) 4.58:20 PM
W C6 36 i ECE ENGINEERING [ SHEET NO. i JOB NO. I} L JOB bYb4/2 b 6% BY b d~~ DATE /~8"M ~ CALC. NO.. O 'M I SUBJECT bh"BLE M bALt>A77Ckl DATE /b/!W CHV / ANALYTICAL REVIEW No. RB-NE-01 s Y s The support being evaluated by this calculation is one of a series of supports on a vertical run of conduits J as shown. It is being checked for lateral load only as i o 8 / ( y the supports at the top and bottom of the run are M' p,, 'g.d much stiffer in the vertical direction and will take the go;:er DX dead load of the conduit. ~ // 6LO/ \\//6A/ v w eg I Conduit Spans: note both directions Span _1 := 6 8 Span _2 := 18.5 R Span := (Span _1 + Span _2) 1 Span = 12.25 ft 2 Conduit Weightg three_ quarter := 1.4 Ib one := 2.2 lb A A two := 5.1 lb four := 16.5 lb A R + RB-NE41.MCD (Page 1) 1 6
OCi,37-EQE ENGINEERING SHEET NO. A b Ebb DATE MiI JOB NO. I$ JOB 76 8 L ~ BY db DATE /f3/k CALC. NO. d-'00 l SUBJECT Ch# 7 M V [TALUA N M C Weight: (No. conduits x size x Span) W total := (5 three_quaner Span) + (4 four Span) + (5 one Span) + (l two Span) W total = 1091 lb Following the guidelines of Section 8 of the GIP, all supports selected for limited analytical review should first pass a 1.0 x Dead Load check. accounting for all eccentricities: GIP Section 8.3.1: 1.0 x Dead L.out This suppo$ will not take any dead load. It will be taken by the supports at the top and the bottom of the conduit run. GIP Section 8.3.4: Lateral Load Check This support will be subject to a lateral load to evaluate the wall anchorage. The Lateral Load check is in the form of an equivalent static load coefficient. Per Section 8.3.4 of the GIP, the lateral load check can consist of a dead load combined with a tranverse acceleration of 2.5 times the ZPA of the floor response spectrum. This evaluation will assume the entire lateral load is taken by the brace to the wall and that the dead weight will be taken by the rods to the ceiling. The floor ZPA is defined as 0.12g in EQE Report No. 50124-R-002, figure 2-3. ZPA floor := 0.12 g accel _horiz := ZPA floor 2.5 accel _horiz = 0.30 Lateral _ load := (accel _horiz)-(W total)Lateral _ load = 327 lb l RB-NE4 LMCD (Page 2)
P4. 38 ECE ENGINEERING SHEET NO. 3 JOB NO. bl b JOB N3 8 CE BY M DATE / U ff ~ CALC. No. 0'0D I SUBJECT Ckraus 7M v EvAuvAvroJ Cu(4 DarE llti)9r The unistrut nambers are welded together. Assume an effective 1/32' fillet weld for each location. Check welds: The unistmt channels are P1000 sections which are 1-5/8" wide and. deep. Assume E60 electrodes. A weld := 1.625 in 2 Aweld =3.25 in psi = Ib m weld allow := 0.707 I in 30600 psi weld allow =676 lb 32 in F weld := Aweld weld _ allow F weld = 2197 lb l Determine load per connection: f = Lateral load t I = 164 lb 2 t f = 164 lb F weld = 2197 lb t Welded connections are Seismically Adequate Check clip angles: The clip angles are assumed to be standard Unistrut hardware which are 1/4" thick and 1-5/8" wide. 3 t := 0.25 in b := 1.625 in S:= S = 0.0169 in 6 l l RB-NE-01.MCD (Page 3)
PG.39 EQE ENGINEERING SHEET NO. b JOB NO. l/ L JOB Nbn NE - BY M DATE MMI CALC. NOS W / SUBJECT bAALE bML VA ~7/0^l N DATE /,/3//9r CH The distance from the point ofload application to the first anchor bolt = 1-7/16" assuming a (4) hole clip angle similar to Unistrut type P1325. x := 1.4375 in M := Lateral load x M =235 lb m. 2 M o := - o = 13904 psi S 1 Per Reference 2, the allowable a llow := 25000. psi bending stress in Unknit members a i is 25,000 psi for normalloading. Allowable stress exceeds actual stress, therefore the clip angle is adeauste. Check 1/2" shell anchors: Determine anchor bolt allowable loads: Use methodology of Appendix C of the GIP. From Table C.2-1 of the GIP find the following anchor bolt allowable loads. F t := 2290 lb F y := 2380 lb Reduction Factors: RT p := 0.6 RT := 0.6 Reduction factor for s unknown anchor bolt type. l (C.2.2) i 4000 Reduction factor for l RF RF s := 1 concrete strength = p := 4000 l 4000 psi. (C.2.7) per B&R dwg. 4049. RF =1 RF
- I p
s RB-NE.01.MCD (Page 4)
4 . :95 N.4c EQE ENGINEERtNG l SHEET NO. b /Yb NSM U b JOB BY DATE MNF JOB NO. CALC. NO.b / SUBJECT M LE IM/ bALUA7?vd CH d DATE //3/k Revised AllowableLoads: i F t := F RT RF F y := F RT RF t p p y s s F = 1374 lb F = 1428 lb t y CheckInteraction: 1 5 ILateral load)2 (Lateral load 15 in)2 + = 0.17 < 1.0, Anchor Bolts are acceptable 2F 30 in F .( t / ( t / forlateralload. The support is adeauste per the lateral load check. CONCLUSION: This support passes the Limited Analytical review guidelines of the GIP and is found to be representative of typical raceway supports in the seismic experience database. 6 i RB-NE41.MCD (Page 5) r i
C1ul tirn Shnct %,4[ Subject Calc No. Rev.No. Sheet No. $0- 23 ~M / 42 /I2. - c. -cc / 0 / of Q ' ator Date Reviewed by Date (_ Iz-hl4$ dW W 2 ~ 6 -9[ l J u se cn orv No. 88 -z 3- 001 84 wJ dd MV/dd CJ hvil:.y nCn /?dwAN d47% M&fr, DJ C M C.-Mv is 424 /v'/f ri Sdd. //if/SVA f24 dNottr A'J,0], &J! 77X 7/%tHSIY10.J hzcM Mo9 /tobs (sfcr, e 6)70 ssibar sev41, f.stryim A-Al secryon ,a. A'A b f "y saw. 6 Suf W i 1 (77A) i 7" ~ yg'q, get. l D 7, F / LL. l yyg gyg I ( RA) (, " l zo 7. Fiu-l JAl = 42 "+%"t 36'E *" l zo 7. Fiu. t Af#ACT/M b" 1 e \\ = 50 " -picco 25 'I " f t
- 1. 3.1 D, L.
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%,, 42 EQE ENGINEERING SHEET NO. 2~ JOB NO. I2// 7-JOB DATE /2 N CALC. NO. O 601 SUBJECT U ' 2 3 ~CC / CHK'D d DATE 8-ff l .' i,.' i. A is b ;' A c.c? lc a el - s 9fa t % k.s/>: 6 / Im = y Z C ?T" llw 2.d1(a T VT)' r 8 N 20f,40 -lbs 4s <r= n-s:.wqi,p(.pm Re-z 3 -oer ~ s h/h Y7'?CM A/ V/t (r- :..
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ane) 009 hwp I-]l @,DE S s E Sv..,. 5, n,dtS I sk lensi dS 70 G' 2 33 r: i @$. M n wo esu s., - &=,&[33wo) M8/C psc /180e > 2919ps; O.k. e b I
Nu;~l~~.r cri:uintien Sh:ct P4,4 3 Subject Calc No. Rev. No. Sheet No. 0~0 "OC{ h2ll2 - C ' Cep / [] S Of inator Date Reviewed by Date l5 W Jglqfq$ ) G(Al W 2~4-Ff { A6-23-20/ fCwr'C) CNLCK JUP f /p d C g i'sy J ia! \\ , l n, 1 t/ 4/" p'. p 1 1 1 f- .4 i V (IO(zum = v2-4 n 4, 4 e zar 3i Y [7D (I) J7 = T.(4)' ~:/// '73'E 2r.7 r $9 4
- '"L
_- ?ShYzIk 73(,I X4hp g3g g*.ff3 M. Pe. x e 4.p.v.,c n + c-t h 4 P/000 3 y y =z.s.rs-,202 En E f: N: 235 l'I* Ul: //63 fsi. S , 202 hs * ~ l 27,000 pct' CK cMEct //z " O 200 : (Alf. 3) A =.192 $
- P,
% un.: g(q g <, 21, 400 p* A .tyz W cx K3smyi A30 9 fy: 3C,, cCD psi & =, 6 Fy = (6)(%wo) = 21,600 g .sycc.c 4,icyen.s : //sry, g f cg., = Yz" $ sivac Pm,<, = 2.29 * (af. i
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(c.' = acco eri (ita-f.s co n ) llip : J 000 =, 75 9 00o Af p = g (p fIME/'/G.,, //ticftsd 7%k' ) ~ P,1 caw. = { z. z 9) I. 7s ). to =/030 tdr./sur 4 63las i i CK Tf CW'M4t,08 AhicWe 2xo y,y g 9 og Sir //o/Zi" f4]Sl3 /< 0 Y D L CMLCt g N 0016 (1048)
- = E k.4 EQE ENGINEERING M h SHEETNO. JOB NO. /2 //2.
- OB DATE / 94-CALC. NO. C"dd/ SUBJECT 8/8 od /
CH!D d DATE 2' b~fI 8.3.3 v'ertritu c.+p4eir/ cr. lect na&c /Jocrs &te vWr wyn unc - 3 Y.6 L 3X 8 9 hs - 26 / /s.r </0 30 /h = sk. $.$ Offen'r 98$SO 77/f.5 X4 L, Sv4ta/i}77ed
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5Y f/ft//W. 8 ~9, Wo /, JVEtt:r/3r$ 17lf.333 Reb /VAvdfd't 77/e f/';4 Ro'.t. F'h"I( U r 60e434 iJ$ S/rc7revit 6, c $ Hipf4 W f }./0 Cf M6tetMM" 4, Mr*1 fl{ WCr 8 ~/ 2. OF A4Y /j 7%",H&f'pfvif /ftccy)ppetr b N GCAO /S
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i Nuslear Calculation Sheet %,47 Subject Calc No. Rev. No. Sheet No. $0*55# ODl Y2/18'C~OC/ Q f of , R J*"'0'"e* , )',j, + " ~ "' s w iCs E' c-gr C .S#~ Ls? C 7/ t?rl N C. /C/3 001 CNs Ck: .S4 C 71 del A -6, 8Y CabfAh2/SH 72.Sgg ig,1, S f.'i*f g i-h/ IGG /4s: /.cvdL c%ccA:. CWKCK / kit .7 r. a L. : 3pp, = (g,o 7 $ & f 3 0 775 - 5 ? ),/'y. # Yz. -= $1" f%4 SikTT I TW' 7Ast'/' 44/10 /S he f/O +/S**) /6slff l, TilE' AC/bb 04 7?N# Ys" Wh?Ar0 /2005 RA-77k TRA+ 5 is 5c/b/tt-(69)/l(ii1p)(z. ross) = 8G is>/aos s" &~ g" a.W g-6- $2 ' t s' 4 e o 0 N A I t y V GG 8(o e s - :i.s <s: Ib - 8 7 5 ' X /r + /Ss/fr 13 : Es is: k= 8&( Z, 2. 5 h ST*
- 2. W 5 2%
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l P&. % ECE ENGINEERING SHEET NO. S JOB NO. M$II E JOB DATE /2kh4 d DATE 8- "ff l CALC. NO. b'80 I SUBJECT ES"23-Od/ CH D 6.5 S Rob ihWqtR Ar/fve ev4w477M. ~N N tn Fn77(ur Ctkck hc ra rn V B-6 SW&zr f } % cit. & ecr$9 74 A hcuAv'e' 6wvnoPr$ 77k' 43 hM Ikfs / 7Hr.33 4. F10M Fifvtr 8. n, th+./, Mari4cii-f mw ge-bcdowerfstr /s 2,2 Ws are - */. I pn,/Awa 4 /. / Kip > /4s is, Su//iWT A'c4s fa' n 7?h-fr977(vr cthzk. 714-Scc 7xa B-d soppy > ar p4ccc: 77/r &Rtrric.tz. LLW/G2d. e i s
%.4 Y ECE ENGINEERING SHEEI NO. JOB NO. Ill / b JOB /d DATE /2/9b CALC. NO. d"'dO/ SUBJECT S/3 - 2 3 'dd / CH M / # DATE 2-lo Y ~TR40s/ 7704 F4d Lor >9 /wh SWrN 70 sAbe7 Rod Sys77~f. Att Sui *fca.7s cAS 7 0F 7Wc-Sec ring &4 fuAc.e7~ 4/Er c 404G Rod Suffo.<75 S//vic4z 7c '7Nr Src77CA) d-/3 SuAYikt 71 /fCL SUPfm' T5 td257 GF 77/r Src77eN A-A CVAAM7 Atr S/'I fly /204 5 upfcars.s/M/cds: ro Sec 77c4 A-4. 45 77//s d C//;fC c4nidGT dr 6tyv+7N 60/TU M / Soc-4ft J S/7 bier Eco / //t) 8 44Nf / tab S$/S7f 77/r /h!4&Y77CdL /6V/En) GUi Altidr$ bo A)01 dn%ve. 4 Hefn)2 OZ tv4warsap 7?ft5 S/7v477ed. //dk)EVM, 77/r Foctc>JiA FitTS 4ttf AW/t 4dlf: 7?/f A.6df 40 Psa riou o f 7Nr ieudts A47&re4tuv Reez6 M4ra>ttroar /b.ar Tb Tdr EYt37, T/k M76;edt 2c4cr Mcarp3 /(p'c 'ensrof 77/r-s .SEC7/ou A-A. ~[/ll5 f3/ENCE bt)/LL h/hl/7 447t!2rG Arftfc77ed af '7?lC h/fHIEY f.044fd C&6tr 7te4?' Av^). T7/f A.D^Jf 400 /b2700 $p= 77/c iCUA) /5 CJCtL ! LPA*eYt4 V6t7? cat't.Y N/77/ A ///fx/Nuig .S/4n) Of Azov1'sb " /Jevckt.d Swan 71. 7?/r X/km M 7?fr-SMw /2tri<>ad 7Nr Sec7xd B-6 cuencar it~c Tyr srcriciJ id A Ct spc,7 7- ,JctJM 30 Vr /2ifieii 7/ /r) ~7Nr Cddcr 7/t.F ? it'tr.) /!m)rce) 7Hg S//mi /2&L Ard A DN/, fd&b RA7?/.J5 71/c Shbit7 Aos faericA o F <Yr cmcr 7>c4'r' Au J /= idVLG S UPPcared t/gre77c4&c y p)/TN S Adn)S 462 7)&H C'o (TNr st#xr s vra-27 ro 7er estr or rar sterra 4-4 S UPPcaTS /2 42 AvJit1'), /3'45td 6^J 7?/dr 191c7S /1&b 7?/f / /Eftr&&rJ9 CA-Lc c4-47/o Al ftn ~77/r 5'Ec770J /.5-6 ara 4-A s ufPc. 71; /d//1CH' S/M 7?/e^1' 7'o /MY 6/fdiF/G'hJr ;M412 tit /A*I4/t/9/3tr AfnR Ant 9'/su Vl>lT7 cat'. SG'/3H/C. WdnJ, 7?!r: ~ fo7N77AL. /Mcb SAor l /Gbr 70 Ide A S$7st//C /fetcfvill. >' /SSvr. CH6ut~d 7/k" sec7% A-A SWAh7 Acr 414 /Mta Skr n 7 ?7/r A'sdf' do 6 -s,fe7',4 A T'l&)D 7/e J ^%T P) /W/S cd>StE-7M47 AutJ, @uSte e4/3tr A 47E124-t Act?4 Af!/:T/nf 57tCfrJf 77l CNllL n /3r Avd/Lndte- /72o 4 77fr SNxt reed Su/rMr S.W7M 70 77/F ft)6-lT. 7Hr' S//xy /<cd SPs7a#1 +11/tt Acr MS A S/wf tt' S71F#~ Sufsctr 70 Rc!l.!T 77fr 4A77 red-t Lei M A<4"4/td A7~ SuPPn7 8-4,, /A)' Ad 4/77o d, SNciut A 77/r Vtiz-T/cstt-1 CAf k17Y of Tik Scc 77cu A-4 C UPPcn7* fff (p,Mpyrosyifr6 fl}/
.1 I M.48 EQE ENGINEERING SHEET NO. I /2/1b JOB NO. 42 //E JOB 1Ad DATE CALC. NO. A-OO/ SUBJECT Ob-23-dol C 'D d# DATE 2- 'M 7?/c 4.anath +o.46 iHthsed,5y 7Ny-DJ9 Kob AR77ml cf 7df CAdtF 7?tAf Kv4, 71Ir t/g47t 'f g46 tt TRfY Surson ys t v 77h' 6MT hf tdes7 c44 c:45/cy' c4re/2Y 7/4-Ads 177cs.ityg Verences spas. 7/ke- /s 7Meretur sh 6 wfot es "On)zieAJfTh%' CAstr Tre4y svPPc t7.5YZTEr4, $4 Sed od 71E' 4/Scustled /fdoVr h4 7hV Aw&&Y77t4C K6v/(>J C4ccvunried.s /ht.&eMed Pat TNr sec770u 4-A &4 4-8 S UP & 27~5 W11 C46tf 7)zdt' SvAorz r SWre] /Mt Ber>J i /ur7 Ens 1td& W /k 3rtsMcG+u y /?&rfuM t.oncaus104 Secr?od A-A bb sec77o.J B-B Cc.).mys,etyt3 m-41 rJ A s V ri c 9t-Kr//r4. _a
l ' Y' F4,49 l ECE ENGINEEraNG SHEET NO. / II!#I JOB NO. - 2 // ~2-JOB d4d DATE l CALC. NO. OO/ SUBJECT 88"23"@ 2-t/0'M C DATE b0-~9I~ TN1S Svf.fp/2 7 /5 Adr2TiktLy Sus 4ex)Lr6 Frtsti 7Hr c69LiN9 h!0 l0b'zTMc V A7T6cHf73 To* 77tff tu f tL.. 7?V 6/t92sAeufrr r t LeiH : ca!tt 8 f l I: m i a v r? t 7'> p tr.5 v s / p >/2 s-6 / 0.e m d 0 6J hcH saiet /W evntUAYet A: A rio1 M4ntyex'. Tath Ies' n~'0 77.i 77% L<)dtt. Houd Tid
- U P,cen7 c.) y, e i./ isigt 4g Syggcrgd 70 6eJ + 4 ATOMC LoMJ cikt,ks. 7Hg 5 vsNa&c6 Asnm.Is Ao Ab PiF7'M / 5 7Hf'ovf N TWf' fip' T4tM6-4 Rsbs coarniae614 Tiff V&vcTroft.- vu/snevr THE Vrrtric41 udiS P~cvf Fre#ff 71/EA orkY-StflVr$ 70 Stiffo't7 TNG' N0/2/9 0NT#t T/? ANES ffEff/3Efd S, 7HC SOSNJIN
/) ort 71ou cattt /tcr ifs A Sul 4>J WJ T'24,cgsg 4 S f,,ifygwp-(,,, SG7S Mic. /--odt) /dt, L Ott t, /263ut.7 sid W66T7/c4 b U C 2) 77/-f btt 7iL. E C64 5 rrtuc 7/Go l)F 7?ff /-/CAI?cJ7WL-L%tS 7nv 7 Sc&il Arvh /7'S S /4$ t e' Ret.7 cc.Jat:7~/04 5. 74.S'.)Y & d h77rJ f. A%J 3c systunits usi.vg TWs-3X LC C/ktk M / v2venc4c cave,7y, 7xr 4 anc ;r,4 ra,w &/d 17 s-AUC'kndj5 tote c 6e S ti a J r r r 7-0 t/77tr&L .L f..+4id f n.4 >>ne,p-evinunrec vus9 rim-wrr,cu u.a. a,w ri,a i o pc y,, pr c., wm s, =. + o.= m+. ! S U ". r'rufr10 i'c:n77c4 - [>.3,/ /,0 k-b l G Y % v e 7/o u \\ /'6 Q __ cco" I I l l l i h l l ci cy v,g h l b4.y A l oam u.2. ow's w r) g veiovt.*f s l l 1
P4. so l EQE ENGINEERING E SHEET NO. JOB NO. 42il 2-' 'lh DATE / 11,b4' ' JOB M O ~ 2 3 ~00 2-CH D M DATE ~0-ff CALC. NO. O ~6o I SUEUECT 2 $0/rb 0 ^) /N77/ h/Cse/ 7&sv7At U+)tc.7rr a;r ? % a Me bd 'in 'N., g !s 'I44 TsMt 4 N V (, " (p b lf 3; b u,$ L-M L c htl, G e) tJo't-7H UeJISTflJ T'_ Oro=((9'f8'"7' )l2k2s'esff2')(S) = /% hs s T[,s "/c,o (i%)= I4+ tss Fne(c y'+ 9') Iz)(zsmi)(2M9=120. l+s T p= 4L (/20) = 88 Its 2 Pr, s = (c 7' t s.<ov' )lz)(2r,n f)(z')(.s) = /96 /4s 7,5= '%(/fc)=c2.sas .r.,,= c< r'4 9.wilzM:e:6(c'Y+) = /& 3 t&: Tw '%o (103)= 120 ibs Prz = ((y'pt')/2-)irp f(z[. 3) - tro iss i Tzs = '%o (/zo) : i 32 tst Pn s - (O '+ 9.t 3 ')Iz,'(2ces/)(2 ')(,4) = /6 5 it: " s =- ' L ( / 6 5.) = 4 5. C l b s i A TpJ = ((.7 't- % t ')/2)(erpsf)(z')( lo) = 4 Z 16s Tp = N/co(vz) = 3/ /6r frg: = (cv't 7 01')/z)(zrt=Wi'X ' )* ** '" 7is < '%o(+2) = lt iss ~ e,. *(;Ao cecc), iz us,z o.4-) # 2(2.z)')(( p c,. pc,, cei o.+) eco ap4' /6sa.ar ')/2-) = 0 /9/ScRSR* / ex
g n.s t EQE ENGINEERING SHEET NO. 3 /Ja^_ DATE /Zb//W aos No.42IIz-aos CALC. NO. d #0/ SUBJECT M ~ 2 3 ~ M 2-CHK'D tb DATE 2 ',-fj'_ c,w w oua 7'c - Ms?(o(.ro) 6.n /,) 6 7 I6 : Exos 13 = MMIz2 t %g89)+ "%(52,W54) t 'flyc.(izo t32) +%(ar)+ % (ei) + '%(u?n) % e =. s#4.z Ss itc !%(es) + 2%(c2.u sv)+ 'W6zouz) + 'L (15.s) + 4%(>,)+ "bacana) Q = 2a 0.4 lb 1 l L OM: c e) ::c v72 //cet e cd 7+L-cat smur - book'd j J o t./t;4 ) -r,e i %a inW Tuft s T;3 L M c 2 . fG \\ 4 1., G ($ 18 1 i ', V ,1 $/ V V b b Az % g :u Q p-5 g 'c ' C- ( h 2.1 Ih Ty % (no)r 32. 43 TuS = *% I9Q = I44 lbs T>a='%((/63)=43,5lh 'Tz S c #l60 t 20) = 8 $ {.Cs T 4%o((?6 3) = /20 ISs 5 T, a 'L(4 z) = /t.2 Is s 74 s r 'N/Go (#2) = 3/ /6s c = 'U (/6G)- #. 3 /Ar f ci 4'ko(zozh- /49 lbs 8p44 = 52 3 + 4+.3, & Ys(32) f* 'YC (II# Yl + %c/tok ' 0'. t) * '6(30 l j 444 = qil.4 lbs R /Gj'n(n) + 2*/;rs(114l-IH)+ 'hs(45 fIA&) f $6(!20) f + 1s (ii.t) + <%(s D 4 = e n ti, =
I
- 94. n EQE ENGINEERtNG SHEET NO. 4 JOB NO. 4ZIl2-JOB Jth DATE 12 l1J h CALC. NO. b#d /
SUBJECT M-2 3 - N 2-M DATE -d-93~ - 2 C D [*}5E eh {&h Joiff 5 o A Tie q p m.- A*f (5 Sps[f2 ')b!0((to.ts"+3.sn.o1')l1)('9's +.joffs.cy'p5',y,i;')lz)("4,) t.4c(Oo is '+ z, r '*s.?s')h )f/%e, f.4c(c4.c,y ' gips.n');z)[4g, \\ +,3t(Go.2 '+ 1. s'+ 4.sh2)('%o)t,3c((4,c.7*l 2.5'y,s')/2)(44jcs) 4 +. so((to.2 S '+. iG 9 '+ 3 ')/z) ('%o) f. so((4. G ? '+ Z '/ 3 ')/2 th(i.4lbs/p)/ 6(z.in:lp)f4 07'+z '+3 }}2). ("fo @&isst5,)+2(z.2+)tio 2s'+.wn}l4(%) ) vi.k n,fy 9",,"? 1 1 [i (z.2 is,/o)(c')(z] a 11., + 9Yi.*ics/ws'(iam)(K~) A s /M : /'i 'b f 3'h h; f
- b f]
d Mf' '1"' -(ze,f(g10)cra33)(ze) - -/3.68* Syk tcd Pr~1 Y Yll* $ l5') ' */ (n,4:, lpal* 7.t v7 5 /C ?). (< 16-k = (z S&(z, [ie(cis. w ' 3 s's i.: + '}l z)(ffico ))+. 48c +,io(H,cn yc'n.n')l:.)('pi;; g t.4c(Cic.zc 't t.s'+.65')h.) %l.g*)' i. so(Oo.2 sw.s 's.s 'Ju) %)+. 3o(c+. 0 vin.r '+1.s')11)(%) +. se((n.2: '+. ic 1 '+a ')lz ) *L) +. go(p.c n 2 't> ') I z) (%) ] + 29(u iu le)ic(i. 2.u,yth.c,+ +2 w)/2 ) (!%;) varo.., 'Y,y'" tl(a(i.+ n @ )+ 2 (2. 2 n,/cf(;0.ts4. ia r 'n %3 (a % ;; i[i.':.z hs/N)(c')l1 qz a aCa rr stay +L.yskio)(i.w/v)s' ~~ m - n.a-1"%":g. -E'4>a/a)6h)n'(uu,/W6)J Wy"; tNosj(zgr)(mg)ti)(21g) z = so, se gizo u u a + 5(04 lis. .h-1298.5.15s mon m m v~ ma
N 94.5 3 EQE ENGINEERING SHEET NO. [ J#d DAE /2/uM aosNo. (2Ila aos CALC. NO. C-od / SUBJECT AM-2 3 - cO 2-Cdn c/m/ DATE I'd -ff Meneta M aos s tiers s - 4:, W2,% * (cef.38 /.; '#'f/42 : 9144 p:t (f = t p 65:viti 11.30 1 f!c h 5 ~ Fr % 000 fa a, G(3G Cco)- LIGw '> 9144 ok- //7Jc//ct Lo46S &d (47c. Mf Hic 417/d vs)/Sh?v'7-la = 4 + $c (Rs.)
- d. '
lOll.ls t (l799$) g. b //90 Ih f% : '% (!D l~ / = flI.'$$,5) k = ll6o Ibs lfny Vetis }r'u l - tw t'fe{}) v gy d,,,,, / 7-9S,5[fo)$e' o) so /Ym - 1 0 8 5 f s c: <' 2 Seco = Es.,Nu5 2) - //ft/M'M fouevr* o'2-SUG 4 oth0 oNMY uni.rm.ur avr o,.5.verend?t.- EtAdf /S /218, S*/.s s < /S w /S.c - C k-(12 e{. 2- ) .N//Evy2 1oith S ou l4
- B0t-7~f /htr e/c
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a,s+ EQE ENGINEERING SHEET NO. S JOB NO. MZ-/iZ-JOB .J /dd DATE /J/2/h-CALC. NO. O-co l SUBJECT N /8 dd'2" C KD dAl DATE Z-6 Y /irkwe. ,f u c>J m : e c: - Y "l SIMc ArJ cHuc.5 - u J /e d aJ u /1 M /f* 7 % et A 7 (=stsif /2Ef, I fas,4 c-2290 lS: k p , (,o ieceuc.rm /% vbM n4Jwmrmert 7 d. -ll yp 69c;> f'c >. zm,g; S = 3"* e = ["d" 3~ Rn = #ce>o App e ?r bc< ll 8vo. i flTP /tFp = b.Il-22 9 0 [G,h ( 7i'i fr< ll : /O 3 0, S' /SS //90 /ss) /030,r /Ls y The &cl, ors aa hof accepM /e. Tl1e S U.5 % s de c{ pcr1% cf fLe G vpierl t t no f 7 c1ccegs/a hle fcc /. O 7 <0 L, $.5.7 / L 6x 77 cat.- c Ap/ke,yy' C /4 c'., 7 & A vc w iq c- /s T W cJ u ne J-t a te - /%im'm /Lu to+o a //90 A.s 3,0 X /19 6 : 3570 16s 35'f0 } /030,1 l6s 7//r suy M eb 1.ecr-d ee! s h r P/H s n /r 3,0Kdc N ew wrraJ
l n,s1r EQE ENGINEEraNG SHEET NO. Y JOBNO.M2//1 JOB Jt28 DATE /dsb4 2hY CALC. NO. C-#C / SUBJECT 8 8 -2 3 - M Z" C D t/ I DATE
- 8. s.3 hucricirv ctItck
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- ft.oevt ric-f/JMSG SprcyrfR fread /2&fr $
/: C7J M.of6t 6Y TW, b3 9 Rob %{&X fT%Uf f govubw { wz ino el rncm rce f. I, Fic,. 9, '1 Fnc.~! Fit; 8, \\ 2., Re-G. I M. n,,ntur! jee Y H a ~'fcit t e / s l. I Y % y:: /F - i, ~5 \\< < n l 2 f~ c L 5 Cte L O f4 I 5 t J2 %,5 > /.15 m f's /. 'The rods ko hof fcLTC h6 N Nt ve vc er e aloc k. &?/TerJTAL. Sa*?'f/c'<J CT 5 vfa'%# 7* --
- 8. 5. I
/ o 7 chL svatv4 77ci<d C / h t t (?/c- //c+cr%CoJ71H, d"- LN UA/ ht JT" H&+f de rt S RR. !!ml!. iI . re t' C 1 ' l 64 Kererua s da r 7,u4 ca7 n 2 du/3 3 .L o+4 s r
he N EQE ENGINEERING SHEET NO. A JOB NO. /2111 JOB J/a0 DATE /2/2/h4 CALC. NO. 6-801 SUBJECT 46-23 -M 2-CdD M CATE f* 0 'f f M7W UdlS717) f - .5/NA/2. Off/EM M.t
- 29 %.E 9
10 1 2 99 }I i 3 s 4 g (o gth 4 IS I $st.4 p." h go, b cy x s ye / ./ f . c, c a s a f. t o z. b Q 3292.( ysi > Z Svoo r s /-- F (/&;:. 2 ) 3 N-Q -
~M pq. s+ EQE ENGNEERING SHEET NO. 9 JOB NO. 42/I7-JOB Jedo DATE 12/2/k CALC. NO. O-00 / SUBJECT Ad - Z h - od 2 D dW DATE 2- 0 TI sovW ums7ew-S biny2M et.s c IV 3'%.8 4 33 S 't!'3 .: 'i' g e ij j t G F'b i,ij
- ,i,
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- 4 gt#'n udM call
,g t I l ! I 4 i I 1 s !i .i h. di um - 69/8 in 4s q, i%, /HI ( 6 - 89/8 , E 0 7-- 5 d~ = A4-149 p s i > z sum ps ; Co+ @ g A).9
94, 58 EQE ENGINEERING SHEET NO. /4 JOB NO. ML// t-JOB
- b DATE 12/2/N+
CALC. NO. d'Od / SUBJECT //l-2 3 - 00 L CHK'D d DATE I Is~ff N6 sat, Mo,4c>vr ou C#N7ttivocd t/Ut.~ravn M c+m6 vet cla 744t' - A.z9:f(z)(ro) c.w/z)/z f }}. 3 lb s eipt s r c-+!r /s TW ekir udts ne u r (:ccrira A 4) 3" 2.r ' l' V y B.S 33.3 Ma 35.26) + sucer-n) )%4: /03L ' -lL: t 5.ifx f/fel unhririvr , r ? 2., '. : i ID32 ',5:2 / l fS5 d 2 S~OC0 p e.' =f (' fee.f L\\ y ou le loa.A w +Le % };" Bevrs n a u,e s secms e r. Oc//cg)W Al g pyg go,g,,) na 6' 7 i n/f A~t// cats JS /d =22. 5 /Ss p C4 7%c ScarH Nett?cuptr., vats w v r, /] fl3 7 r v.0 t t,M c'T 811ch r p:k:;/ms ??/c',<4nc77s.) 70 77k dactica doiri h:12.3 W0AM N ( nowr kri: ~ lIg'l2 ]IVO s 23 W A 86 O. () E M.z.nr(m)=rsoaus>
- h. I
4 h 5ct j EQE ENGINEERING SHEET NO. // l JOB NO. 42 //1 JOB Ab . DATE /Ll*8/% CALC. NO.C-oo / SUBJECT /2 d - 2 3 - o o t C DVV DATE E* 4 -?f W d d ik.c 4e.M S dar 77k>J : Sw \\bs 0 ' (i.cisjs)(z) ' ) 2 G y, g o' // L /5 y 2-AtG 0 Sl5 L M WV45 S H $ lk' W & = /0 30, (($$ fer sheu : VJM 238.'(6 s /?rs c,Ce A&k1erta Fn-vakson MAwin cwua Kg=Q+c.ss-f- 3sw es;>{h hea,p; 4 'c = zecc,: c (aec. n ? ~k O # f 1 Vptc = %.y A7sE.1 Y.ec : 2 59C(co)(.97) 4 Vsu. ~ l15~'-7 l& s i Cpg 5(n li Yh/C ll'Jt1H / *J T!'(dt* TIC 'l P V l / k s + fo ll < /' O ~ /C30.5 + N 7 '+ 6 / ok_ = /35 l 77lv 2 % 16 7 n + ) S V 6 n t r 4 0 4 /3 o.) nV ustsMW l Hvis Is Sc6* Mar (e am k Iroon, = sooo n,). on (M 2)
I
- n. a
\\ ECE ENGINEERING SHEET NO. /2 l JOB NO. diil2-JOB 40 DATE lt/2//# CALC. NO. 0"06 i SUBJECT A /3 - 2 3 " 00 2-Cl K'D dW DATE 8 0 ~1f I i
- TW1-c.JAct Horsdrch Aw.Trou of 7dC.Suppozr Aftsrt 77/r
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- WaciTY, 8.5,4 d.A TM4L 67)ccwf 7d 6V4 L iM770d 77W SvWheT HILT i$r SV41.v476v.6 45 lbcLc>J S '
bold 404d Av.s A7n4J.svezsr dasweArred of e.s-7/ME$ 77& EM of 76-Meex.Owsse SAweud Fee 77k A XAcE foia7 /r) 77N PL A 7~ IA0cer Yde' Eddf4NYY SYS7d /5 if7771C46'd. /72 ^{ Ati, 4, PA 5 /0 7M r FD 6,e (t rAAc4 S+~ d PA 0 9 t/7 77& 57i3" et6v'd T/o,J / S :+ g, / 7j. a l.
- 2. 5~ V 0,19 c;
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f h* [e { EQE ENGINEERING /3 SHEET NO. JOB NO. M2//2 JOB l4 DATE M2//44-CALC. NO. d-Od / SUBJECT Ad do2-CdD t/V DATE - -95~ ,- 8, n o M u P=[,7tr/2re bA'e + /d P= su t ss y_~ (zza t + (+3s itz3)*) #1 = l2l lbs 2. Couseral47l tif' L/W In)Tre4c.7 od - i f +kuu dl/.o GerF.1) 32G /2/ tou.s f =. 4I 4/. o 08 im Tik wz-t Mousrm A%yrsJ of 7)/c.SupArer bees Aor Mss 7er uretac ua ci4ck. sur,o rw acr 7?M r -n-le Alisravr Minera: 4<r evra:nrt:e>J (_onk cvsiod /47s suA0 a.T bees A.Jer Mrs 7# Ak/grxr/ent ieted c Fr^ 7WE FeacMwq Re>4ws : SuSN>I4rd v aTriJ of suffee-r: o - 4xden44r M1/t.s /.oret 4,4 3.0x& C$r#r - Roh Q Oz.t de s307 A19S 7Hr 204 h4HfM M7tgw evnsvAnau. W Hoto)?!d Ps 77c J w s:s pea 7 - & l"/C+2 God'T4 L- (4ll57)fuT~ ^l6tf/30t l /ih46' oV6U77tesse{ A) 7?lc Aor4t C//sck. /rrv6 7?/r-AL + Tx'estterese-Lo d cileck, 77/ts sunw /103Y 7?/erzewer B5 ev1wartd M & ounto2 M&F/cq77otttid? Or MQW2A SKt c urto m
- x. o z.
ECE ENGINEERING SHEET NO. / JOB NO. bll1 JOB d4d DATE/242/% CALC. NO. C~COI SUBJECT dd />d 3 CHK'D DATE 2 6 f,'S, I I. c Y *. L C % -c 'e. M ?)'M/zL Y /11p ir? cisc. C v f2t% K T 5 6 / M e (( 7?h* Loi?d //f St%J i,a -rgritz pai,J r re p e c c S e c 77s s : ,wd if i"ca77cn of THc 77z49 &)L cc.u o u,7 S i r 1,3 i,s :rr 77..0 A - A 7c 7%~ e :s1 c.< 78r H/h,J s vee r, rue sms E comJag som Be 4rnwiiad tuo.1
- tema 4-4 7c ist-
/h4 us." ro 7>ls-M/ rid S vPMn 7~. 77/c sc>v m : p, u i: Jv4N ro Mscv rtW eacce toniop Sour >/ sAu: (nstvHr u m q.9 n, p u,) 17tav u.M :,&- (2'(zrpsf)ft& '+ ?" 'tM")/z.)(9r) e a s s o n o o h,u,w s,,.a cue 6 Pr= 5'19 lb > <rnwr rur m wr >mr is a,on,s. w u, a.v~e i f4ftsyag Attsr *F Codedor /S 98
- s
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f,;. (5'8H%lz i fa ~ 3 7 2 ILs q v 5t as, a, ~:. era (g( - -- - 3 g z a&. .. rew. c l $ = 9 7 ltt-fti /Q = fe l'Yd)-I Po(sapr')
- = 372("/?r\\ff 372(44/?d 4
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_q 9903 EQE ENGINEERING SHEET NO. 2_ JOB NO. 42 // 2-JOB Jen DATE 12/21/44-CALC. NO. 2,-do / SUBJECT //3 ~' 23 -dC 3 C 'D t/M DATE '/ I" Res = Sf 2f%rj-! 37z. Y) h d = 432 lb s e 4.c R.iaq oa par,a S v?roa r-3 9 3 4"' gg' 2 f gt* tt u Y d t 4 ,< q '( 2 W R 6<o if y Rs 4 'l b g R ,b R. 4 v $b 4,= (z)(Zry()(G'[2 +. Sf.7.-)) -f432 4 432(i8) O sso 4 fz11cp:(.'(<,')(.zbs +.4l23 -43[ + 2 2 '%;e (s')+ (! %l? = z.z ing., -t 3.cisyg) s's R, o g, (g,*, riqc:i Ge l.Sa uv.~,e A u. wye 40 %y. upled 7 /<'34:Qc.r/s/g'go)/z g2.r /t; A r = 5 Xisist)(a')(it.t1. si,s)(z] +(i.s +2.tn.s)n ss/re (N) +@(I&ILsl{4)+ 6(2.2ILslt+)fi)~ ) 2 8: 2 92.5' l6s 5 4.c,< 4 =(6.a ks)a)7'+(3.ch/f4 7')/t = zo iss 4. j,4-/ss/f1) ? : /0 /6r 7 ky e [Lz(z rpsfYG'b21 'L15 + S)/2] +{NEa+ hs/.p-)&&(z.i Ks/5+)} (N,) z. q = m. r 16 s
.a... P4.co4-EQE ENGINEERtNG SHEET NO. 3 DATE/t n/04- / JOB NO. 3211 ~L JOB d40 l ( / CALC. NO. C-CD I SUBJECT f $ - Z~5 - o d 3 CHK'D M DATE 2-I"9I i evez. vim 7s warar /seg its vi,Jo sinpa-se wir soe e u1ro:c-D La spur nr 6 - S?c--. I f u-.. 2-q q Q ti I4 E. 74 Et t h, 3 0 3 (c lo t 4 + s& i I 1* v z.4 4r r 2, e B+8 mg i, 2o 2ps n.v., ] O 63z" .l. > 30 8,, ?>n l fn = @(zua)+ $(2o)+ M(t.)+ $(zo)+ h[zul)th(gz.r) &= M Ihs 3 fi(2ui)4 f(2o)effo)+{(,,)+ zg(zen.s)$ M,(a,y 6 R < 3sc k 3 6 i l R,.; )l(1:.s' - $f, g 9 y,,
- tu C*b.sh2.T)Y t 8tB = 8-72,+
ha 4,t A c. *. Kgsb7c /5; K = Mo 158 = 438 It s g Ec = 6 93 lb3 " Q Slfat. ifaCIh d Ffloi1 (L LT, l FdE. t fnog = 2.7 A O lb s - 1 kp ,b deduc fM U &NW ^ Ebd
Pg.G5 EQE ENGINEERING l SHEET NO. Y JOB NO. 42./l L JOB Jd DATE I d21/_1_+ CALC. NO. ("M / SUajECT NO ~ 23 603 C DdW DATE A * ' 'ff r 1( 4m ci > j 'c & 2em pg ; FFp = pc e -[c~ 3rc p:E (iftl:. G Y?) frio - 3229 p,,. bfp #,W hu = Am Er, 4, &u < zzsof6)(.k) [dre /03d. ( /3; r M /tfitivrl b ctk-c 1.c <p] /J 8 93 /5g {po3 o, f ok lict Sriu13 6.14 2 i:r (f2+ ;I 5') T= r= 'fl 4 L = 59f2 Pd tr ils., c. 193og 6,:.' ~ r f =3C *0 ::[#'l * ) 1 i Fa =. C,(uwo) = ? ! Goo p:: 2t &co 2: D ff92 ni ek i omsuar vw roucar c,q u,ry ig
- z. m /s - ( a ec. t )
2cm kr.> 848 lbs ox Okck unisynwr Hefcoe /ir ce7ci.Jj rn l 6bJbid,. L \\
l 1 P4, 00 EQE ENGINEERING SHEET NO. [ JOB NO. M2 //% JOB
- -d DATEM/nd4.-
CALC. NO. C-&S / SUBJECT 88-23-no'3 CbD.il4d DATE 'l*4*ff SMM A~'d MeitM befnVf] : 5'A 3u 4 840 4'! b { o O'6Iiu 45.1 't i iIi e 4 h
- , ql i o zy L5 it-1.43 0 1 9
i \\ g ot, k l P t,.\\ s.,! I'O \\, \\
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+ + 1 r 2 t ~W 4-z+ l 4Ly: f D b iN ~ h5 s,e .z o 2,'J -f a Picee v o u w r (ae.$) 6's= U#f202 = M% pd < 2 Txc =Fs (se}. 2-Ob
1 u.s+ EQE ENGINEERING b JOB NO. 4 2/l?- JOB J/2A DATE l 2,I CALC. NO. GOI SUBJECT MA-2 3 - 00 3 CH D J M DATE 2-/<
- ft D.ecN i'lem w> t sw j r Ar 2l fic~n C/ clin.i[-Il
/c e. E ftR) 9 (I6" Cwiteni') ] % ' 432 " g x, 'R, l'I,, = /8(452) = R%) -ks 6 H t, 9776 i V 202 = 38h W N ?)F = 33MO t'l 6,( (de-[2)- Clkti< GfcTic.3 A-A C uPPen r (7 M DJ Y ~ 4 de :, :@ re -,: y
- i..
dr,c,c y 1,- :.. e,n ,, ; c..,:-., e 7 CA J Cr d : ', i,U ; ol j.la-Q .,. g:cq 9,, p.,p. c.,.: C 1 t-i fut. t c A t~c,r o J TH va w.07 rJ' :': .n i. u c d'l J l-DAD AlinenD C /_ W cc l% l Ut)I S WK ~ ^) VT Z e c) Is > q 3 216 - CE. (R.e j 1) 3 Chk THr vaisu ar maisc a \\% 15 3t V b R =432 b 6 y y Q3/2h 37 2 371 \\h M NN=TA(3I) [(2.ef. '3) m} +
oc. a ECE ENGINEERING g SHEET NO. 7 JOB NO. M2 Il3 JOB dd0 DATE /E/2t,/# CALC. NO. bMI SUBJECT 88-2 4 -bC 3 C D DATE 7*0~fI $= $* = N = +?6N.7 fy 53ew esi ~ 1-/ ,Zo 2 P d Q, L u c p ; / N- @. C heeln +1e McG,,s at-n p Z, J// ack as gr es,,,- ' lon,( ul, s, tg e 0>,.c 4 e n PM i?.ep 1: Gy z590 /gr E c d v c li y - u & - < a m e r,G < L - u Krs =, (c G jl /;,3r -f G. & T f 35%fk'_>f'c?2000g:< gn -;'c=3w,:: %C. c n i l< FS :,, f 0. Gr Krs= .W K+u = K u /ers /fas Yau 2590(G)('.9d MG lbTt lbs = Y' 2? = 157o [ss l5Yo(IbsV lbs Gk l
P4,G,9 i EQE ENGINEERING SHEET NO. ---[ JOB NO. N// 2 JOB 1/2d DATE /2/**/04-CALC. NO. C od / SUBJECT 8/5-23-odJ C D v/V DATE 8~4 *TT 7Ur : vww mc: -r W / 0 7 6. L Cthth Our-70 UN/3 7rtv7 tipf&tre s I?r7~f o a M 'rzsis ed o A c7 77M S /4f" oF 7%- 4 130 e Y S<*ci cc, 1 $. *G,2. - vs7tricac csyncirt twtum7oJ 77/C vais 77tur Hovstc: ou e,7?krt.sier o7 7)W 4-Ikt7 S/ucr~ Arzr ot/cre strzcssts f5eo,f /Jeyyd Aosta,,4W4 (d/tl Ab7 f)MS 77/7 VfY271C+L C4&/7Y 7857 df 3 0K bl. 77/r viotsvrivr M Tilt see77o4 4-A svmotT teusa MosY .Likrt Y bc/62sp A A,+sne Ninfr w4rs sse so+wg skip Jos: of vec770+t C & dcirl fra1, T +!1 fc t7re d & F 7Wf S uPA'c-t f f441 O c c u rl. lN /fbbI 77pd, 77/f MS-y /HvM b L. Fi c//cz Lo46 Pen /Wt' d PGu) sj.orwr= 15 g73jfr; 3 x 873 = 2fo l 9 P' 18 30. Til,',
- r4 6x!4,z.
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- 9 194/g
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- i. DIAL vii 7104, h $ i 3 - b VC77L/ rt' Ch ECh l
7lll[ / eL pg,.,j(g gy,;,g,,,.,3,, ;.77,,.y, t .!.-( d 1. ).f. ni/t i /Jer As % sa p> p 6uc77er H/ w ra 70 1 ~ l 4 mw.+t + c +sia9. et /dmac se,w ceuir/ chc2 f: fifvutt 0 $ 3. 4. A./.F7 D i d t J odd S *ktmd rl fvA v4 74J. c / hl: EUf'fiYZ? tJiLL !.$( (Vih J/Fri& ()$1JI, /& Ag19,6 l0 U.S L n 7mswe ncceuwirios or z.c 7mes ri/r em of rNr
- u
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I ft,.}o EQE ENGINEERING g SHEET NO. 7 JOB flO. 42// 2-JOB le DATE / 2[44 cAtc NO.C-do / SUBJECT Rd-2 3 - Cd 3 CH Dd# DATE '2' E ' I~- 7hb- %M Fen 77/r,Rocas ec-fw:g.c/stnz4 m E4 S /'A " C F 77/r K67 H TdR Bvl60',Jq F12cM 7//fc' /0 0F RefraewcE 4 /1 ~ 6. I 93 a 3=a +3
- 2., S' X Q. I 9 9
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(<ef. & i k= /. O r :,57 7,4 'f :-33000 pai E = 2 9000 6 E ft = l. MSf~ tor = /5' +8 KL t.o(a rs) 9= ~ 2cs 5 ,ggy. b GT y(4 - // < r<n = l ?,', T?/c 5Sc77ci.J i3 Cl-fH/FMd e '4 43 Ned -motu r. c =) d = / 3 /. 7- < z G E g 9 Fe g2.7T*r,y, 2.1s xst I
N P/,,, 9 t EQE ENGINEEANG SHEET NO. /d JOB NO. Y2 // Z-JOB letd DATE /2/Jb CALC. NO. O-OO I SUBJECT ReS-23-063 CdD JW DATE 2 y_ (' Sct:Mic tod / i JA* //7 8= 5570 ik * [icef. z. he= "f.csTo 6e~ = //9 6 psi <' Z.13 kse* og 71/r Buchaug cifrc/c is o, C. 7?b-vais har M6Wec se al/tt Nor i=vfts A cowsiana pt.4.Jj bb COMPAfD /04 C //S c k 8 ! / T U d V M W-/ff6tl /d Fxmbdf 4-ur P 4c>+4to48 A f, 77M S Aice A A vats 7rev r-Bancker vat.r nvr Neir-SttP Lc ed nece>J g;c g is 4 7 ffiaty pf epu,q.c 7z,774-LV) /J7<t o'r iJur act<0.e c./4 i4 t u iv p tr c p i m az / s 00,'> 6r4 /4 : oE - 19n>ch4gr 7Hr unnat. sons wict er /9"nicd 49 4/etcr 7titou c<a 7WE-Fo }& "$ sitric 6x/kes ca/11/ R4-6tMto40 CNcasex)72.V sh40bc4 4: idr>M : P= * /z.'= 32+ lis l Freo M S i/ n r y v '- 1 3 & / s s. % = /377 /S.r. filed SI/tiv 4-f g =/030.T COM-enVA rttir Lis)oML /urtn4 c77pd ; ^ v jogo,y f /f3S?'ok2.-l 0N n n, -,-c, ~ nn- + ~ ~ l 4/{T!*t$1-40A0 C/NYN-
o pc, T z. EQE ENGINEERING SHEET NO. // JOB NO. dl/12-JOB J/26 DATE /2/22/#- ~ CALC. NO.d-63 / SUBJECT NS-22-d$3 C DVW DATE 2-' -98 Cc,Jcc usto,J - 77h: SWsc7 lJacf /J07 M 77V /nv4t Y 77 ca c Ary?bJ Fm M!' Ra s. Ji,yl ,erc,-)_,- 5 GM:Te v7 N(et&rd GA C177ftt Sidr Cf XY 4 deLT 5 A tcr /],et cgem: per :(Q bur 7c /,o W6tJ, s 3, Qby) &O Cod 8hJCO. 86W4 sq} A0 FA77WS LC +d. ~1ile-Anic/kss rnW J1bv sum %r do No 7 f) M S 3,0 7 bc, 77/1s suppezr Hus r 13e cuasirieu &s iH ouru eve. sce ceruce. .<:.e - a 2 - oc s.
(M. n l EQE ENGINEErdNG SHEET NO. / b N DATEM-M JOB NO. - b Y b JOB DN MU ~ BY CALC. NO. bdC / SUBJECT M L6 IN bat UA 7&^/ C M DATE I!3/fTI / ANALYTICAL REVIEW No. RB-23-004 The support is suspended from the ceiling. It is secured to the ceiling by (2) 1/2" shell anchors of unknown manufacturer. There are many conduit supported from this support whose tributary weights must be accounted for. Refer to the field sketch for sizes and supported lengths. Cable Tray Spans: note both directions Span _1 := 6.67 ft Span _2 := 6.67 ft Span := (Span _1 + Span _2) 1 Span =6.67 ft 2 Cable Tray Size: Note: Per Section 8.3.9 of the GIP, cable tray weight may be estimated as 25 psf for a 4" deep tray. psfaIb Width := 2 ft 2 g Wt := 25 psf Depth := 4 in Cable Trav Percentage Fill: %_ fill _1 := 100 %_ fill _2 := 100 %_ fill _3 := 100 J Cable Tray Weights: W i := Wt Span.(%_ fill _10.01) Width W i = 334 lb W 2 := Wt Span-(%_ fill _2 0.01) Width W 2 = 334 lb L W 3 := Wt Span-(%_ fill _3 0.01) Width W 3 = 334 lb l f W' trays = 1001 lb W trays := W i+W 2+W 3 RB_23,04 AICD (Page 1) i
M.44-ECE ENGINEERING 2 SHEET NO. //b JOB Mn NM6 ~ BY 'Db DATE/8YI ~ JOB NO. CALC. NO. d'dd / SUBJECT [MLE TM/ b4LUA7/04/ D DATE lf2/ C / Conduit Weights: Reference 2 three_ quarter := 1.4 Ib one := 2.2 lb one one half:= 3.6 lb R R A two := 5.1 lb three := 12.8 lb two one half:= 8.9 lb R R A four := 16.5 lb l Conduit Group Weights in pounds: I W i := four 2 5 ft W i=165lb W 2 := three_-quarter 6 3 R W 2 = 25 lb W 3 := three_ quarter 6 3 ft W 3 = 25 lb W 4 := three_ quarter 6 9 ft W 4 = 76 lb W 5 := three_ quarter 6 2.5 ft W 5 = 21 lb W 6 := one_one_ half 2 ft W 6 = 7 lb 7 := (one_one_ half 5 R) 56 W W 7 = 9 lb 116 \\V 8 := two_one_ half 6 5 ft W g = 267 lb [ W 9 := ((2 three_ quarter) + (4 one) + (2 two_one_ half)) 6.67 ft W 9 = 196 lb 10 := (three_ quarter' 5 ft) 80 W W 10 = 5 lb RB_23_04.MCD (Psp 2) f l l
E P4. W ~ EQE ENGINEEraNG SHEET NO. 3 b N DATE MFIS~ JOB NO. 2d I b JOB YS'f2 % N0lW-- ~ BY CALC. NO. d '8d / SUBJECT [ ALE IM/ 6-'V46t./A7/OA/ CH Jeb DATE /,b/ W W ii := (two 2 6 ft) + (one 8 6 ft) + (three_ quarter 5 ft) W ii = 174 lb W 12 := (one_one_ half 3 9 ft) 2 W 12 = 194 lb W conduit " W l+W 2+W 3*W 4+W 5+W 6 + W.7 '+ W 8+W 9+W 10+W ii -W 12 W total := W trays + W conduit W total = 2165 lb Following the guidelines of Section 8 of the GIP, all supports selected for limited analytical review should first pass a 1.0 x Dead Load check accounting for all eccentdeities: GIP Section 8.3.1: 1.0 x Dead Load: The cable trays are suspended from the ceiling by threaded rods into Unistrut strut nuts in a horizontal channel. The deadweight of the cable trays and conduit is resisted by pullout of the two rod nuts. From Reference 2 find the following allowable.1/2" stmt nut loads: Allow pullout := 2000 lb Allow slip := 1500 lb There are two 1/2" rods supporting the cable trays and conduit: \\V total pullout := pullout = 1082 lb 2 l Pullout Allowable exceeds Demand, OK. RB_23_04.MCD (Psgs 3) i ~
- 94. %
1 EQE ENGINEERING SHEET NO. A JOB NO. b JOB Eb7M NNA By D DATE /2f-IS~ "~ JeA ' DATE /hlfW cal.C. NO. dd/ SUBJECT LC dY val UA Wa^/ C Check 1/2" shell anchors: Determine anchor bolt allowable loads: Use methodology of Appendix C of the GIP. From Table C.2-1 of the GIP find the following anchor bolt allowable loads. F t := 2290 lb F y.= 2380 lb Reduction Factors: RT p := 0.6 RT s := 0.6 Reduction factor for unknown anchor bolt type. (C.2.2) 3000 3000 Reduction factor for RF +.65 p := 4000 s
- 10000 assumed concrete strength
= 3000 psi. (C.2.7) RF = 0.75 RF = 0.95 p s Revised Allowable Loads: F t := F RT RF F y := F RT RF t p p y s s F t = 1031 lb F = 1357 Ib y Check Interaction: PuMout = 1.05 > 1.0, Anchor Bolts are not acceptable for 1.0 times F t dead load. However, this isjudged to be acceptable as trays are not all 100% full. This suDDort IS adequate for 1.0 times Dead Load RB_23_04.MCD (Page 4) + O
- S $'
EQE ENGINEERING SHEET NO. f // SYb b BY JOB bb DATE/8-If ~ JOB NO. CALC. NO. O-CD / SUBJECT b68 N'*/ NALYADN C b DATE /h(hf Per Figure 8-6 of the GIP, the next check is a vertical capacity check. GIP Section 8.3.2: Vertical Capacity Check This check concentrates on the support anchorage, focusing on the weak link in the support anchorage load path. The Vertical Capacity Check is an equivalent static load check, in which the support is subjected to 3.0 times Dead Load in the downward direction. This check is limited.to the primary raceway support connections and the anchorage of suspended support systems. ~ DL 3 := 3M total DL 3 = 6494 lb DL 3 pullout := pullout = 3247 lb 2 Strut Nut Allowable: Allow yullout = 2000 lb The pullout load from 3 times dead load exceeds the strut nut allowable pullout load. This support must be classified as an Outlier. By observation of the dead load check, the 1/2" shell anchors will fail the 3.0 times dead load check. This support must be classified as an Outlier. CONCLUSION: This support is not adeauste for 3.0 x Dead Load and must be classified as an Outlier. Per Figure'8-6 of the GIP, the next check is a ductile response check. GIP Section 8.3.3: Ductile Response Check.This support is suspended firom the ceiling on threaded rods. Therefore it is classified as a ductile support. RB_23_04.MCD(Page 5)
i eb EQE ENGINEERING SHEET NO. b JOB NO. //b JOB bb M BY M DATE /@9C ~ CMLC TFrfV bdLVM 770A./ CH fd DATE /[I CALC. NO. / SUBJECT GIP Section 8.3.4: Lateral Load Check This support will be subject to a lateralload to evaluate the wall anchorage. The Lateral Load check is in the form of an equivalent static load coefficient. Per Section 8.3.4 of the GIP, the lateral load check can consist of a dead load combined with a tranverse acceleration of 2.5 times the ZPA of the floor response spectrum. This evaluation will assume the entire lateral load is taken by the brace to the wall and that the dead weight will be taken by the rods to the ceiling. The floor ZPA is defined as 0.12g in EQE Report No. 50124-R-002, Figure 2-4. 4 ZPA floor := 0.16 g accel _horiz := ZPA floor 2.5 accel _horiz = 0.40 g 2 accel _ vert.= - accel _horiz accel _ vert = 0.27 g 3 Lateral _ load := (accel _horiz)-(W total) Lateral _ load = 866 lb This lateral load is taken by a (4) bolt splice plate which connects (2) horizontal strut channels, one of which is secured to the wall by (2) 1/2" shell anchors. The load per splice bolt is as follows: splice _ load := Lateral load splice _ load =433 lb 2 Allow slip = 1500 lb Slip Allowable exceeds Demand, O'K. l l l RB_23_04.MCD (Page 6)
pa. n EQE ENGINEERING l SHEET NO. E //b JOB Y$ N 66b BY M DATE /~5 f-Y ~ i JOB NO. - .Cpao DATE /f3/,N5' CALC. NO. dW/ SUBJECT dA8l4 78ftv Evac.r/n ros l On the other side of the support is a cantilevered end of unistrut channel. The cantilever is connected to the main channel by another (4) bolt splice plate. Determine moment on tb overhang: wl := three_ quarter 6 9 ft wl = 76 lb, s w2 := three_ quarter 6-(3 + 9 + 2.5) ft , w2 = 122 lb M dw := (1 + accel _ vert)-(wl 18 in) + (w2 9 in) M dw =2820 lb in Determine the strut nut loading: Assume the (4) bolt plate is similar to a P1067 fitting from Reference 2. The bolt spacing is 1-7/8" on centers. M dw Shear load := Shear _ load = 752 lb 21.875 in Stmt nut allowable loads: Allovi_ pullout = 2000 lb Allow slip = 1500 lb As the allowable loads are ereater than actual loads, strut nuts are OK. Y E s e. RB_23,04.MCD (Page 7) ~ C l
P4. so EQE ENGINEER 1tG SHEET NO. M b bb DATE/ VC b/ 5 JOB VSO b'6D ~~ JOB NO. BY CALC. NO. b@l SUBJECT C kT5LE 7I'AV b 4LUA710d C M DATE /b/NT / Check solice olate: The fitting is 1-5/8" wide and 1/4" thick. 3 b := 1.625 in t := 0.25 in S dw := S dw = 0.11 in M dw ~ a := o = 12815 psi 2S dw Per Reference 2, the allowable bending stress = 25 ksi. Therefore the plate is OK. Check unistnit member From Reference 2 find the following channel properities. M 3 dw a := a = 13891 psi S 1 := 0.203 in S i Per Reference 2, the allowable bending stress = 25 ksi. Therefore the chanel is OK. Check the wall anchors: i Assuming the bracket to the wall is a P1325 type bracket, the bolt spacing is 1-7/8" Reduce the allowable loads accordingly: F = 1031 lb S := 1.875 in d := 0.5 in t S RTp := 10 d RTp = 0.3 8 Ileduction factor for bolt spacing. (C.2.2) l l RB_23,04.MCD (Page 8)
P4 81 EQE ENGINEEraNG k SHEET NO. JOB NO. - iib hMM bEEE b BY Db DATE IM-M ~ JOB CALC. NO. d'O/ SUBJECT CAf4u 7% hA L.t/A 7/04/ ,CH
- O DATE
/I' Revised anchor bolt allowable load: . Ib F t := F RTp F = 386 lb Pst = 3 t t in Check Interaction: splice load = 1.12 > 1.0. However the bolts are judged to be adequate as the load F t derivation is very conservative. The trays are not 100% full. As the allowable tensile load exceeds the actual load (solice_loadl the suoport is adeauate per the lateralload check. Check clip angle: The distance from the edge of the clip angle to the first bolt = 0.8125 inches. 3 b := 1.625 in t := 0.25 in S:= S = 0.017 in 6 M := Lateral _ load 0.8125 in M = 703 lb in M c := - a =41559 psi S Per Reference 2, the allowable bending stress in Unistrut members o llow := 25000 psi a is 25,000 psi for normalloading. RB_23_04.MCD (Page 9) / g
a.ez ECE ENGINEERitG SHEET NO. /d YS~F82 bE6EL $ ~b BY NDk DATE NI~N JOB NO. // b JOB CALC. NO. dW/ SUBJECT dM L A I&fM/ bA L t/AT/ M/ C 40 DATE /M/ This calculation shows that the clip angle may yield under the lateral loading. If the clip angle does yield this will allow increased deflection of the support but will not result in support failure. Therefore this configuration isjudged to be seismically adequate for the lateral load. Per Figure 8-6 of the GIP, the next check is a fixed-end rod ' check. GIP Section 8.3.5: Rod HangerJ atigue Evaluation This support is suspended from the ceiling on long threaded rods that are in Unistrut strut nuts. This connection isjudged to not be a fixed end connection due to the very low torsional rigidity of the Unistrut channel. Note this channel is not embedded in the concrete. Therefore this support passes the rod fatigue evaluation. J
== Conclusion:== The support is classified as an OULTLIER. OUTLIER EVALUATION: Per Section 8.4.8 of the GIP, Analytical Outliers, an acceptable resolution for supports that do not pass the 3.0 times dead load check is to perform a lateral load evaluation. This step was performed above. As this support was found to be adequate for the lateral load check, the Outlier is considered to be resolved. SW ou7twfl K6-23-ocy RB_23,04.MCD (Page 10) 4
P( 63 EQE ENGINEERING SHEFT NO. / JOB NO. 42//2-JOB g J/2b DATE ILN,/M b-2 $ - @I CHK'O dM DATE 2 T f-CALC. NO. O M / SUBJECT ~$llh/'Goti A g,5, ) /. C Y b t'.
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Pf. t4-ECE ENGINEERING SHEET NO. b JOB NO. N//1 JOB l/b DATE /1/4/4 - CALC. NO. C'M I SUBJECT /2d ' 7 3 -F f~ CH D s /M DATE 2-G-75" - c4m smvr itseen - scc no.4 rishm.v: cr S rre v r m%1t* a f u n h *c ~ 'J t '.k.. F,a e *..:E e 2. '.
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SHEET NO. JOB NO. N/IE JOB .1/2 DATE / 8b CALC. NO. O'N I SUBJECT NI3 " b3 "ddI CH D VW DATE l'5 "ff 5 lbr It' 7077)c ws.', < 6/61ll(2G)- /30/S, 2 c., Smy : 5 (2c,)'-fo ~' = f 2z. s',J, - /s3 = %g = #*** f y .- (p l 2 3 P L L ti = c, M ! " 7 4-c S r s.i r is A 7 Lin : T i?sTo Ce. 3 3 5,, - 3 sooci pai ( %.f L ) 4 = , cc (3 3 cw) = / 9800pec- / 9 Boo >- fr/ 2 3 o/c 6Ifeck. iC/eco paisre w /1swgee 7//f /1017 N1f th Y A-cA^rfd #/0C0 /5 Yd't~ /16N'4* cAvevi.3 +DW 9s%. Fat caece 7 n + Y. Mssv&~'i No ve>z.n er e. u K. i: c/aeit J 89' We u>1:reir Ef9+ch r7 Ard. f }f. 9 si/n t S '. y :fc S c '. i'1 x ',}h. Y, 9r(2)2 6 = 'B. ? /l:/,: a cousc>w4yt#z y MsvHr TW scM< n bis 77cr.iert 0 or/cc 7?ff Fvic 2.9 S/VJ: AA*/g /3.2(2GP/g e - Il s -; Ifr8 i [sva. a 3 .6,., =, 2e 7, in Ref.2 s/soO ~ 1 ~? @t>0 p c E
EGE m,so EQE ENG!NEERING SHEET NO. 4 JOBNO. M3/IE JOB JEb DATE l'1[8bd-- CALC. NO. d
- 86 / SUBJECT k S ' 2 3 'OC 6 C
'D dM DATE 2 "ff 6 / m >y - /s,.i v llf6lLOL = = 53 3 3 ps d < 25000 gss oc-l 't)A)lS 717 t)T' A)t) TS - Ottod/W3 c r Asc.tc v r /5 2000/t:,o e /&6 2- $~7$d 2eco /6 s 0/<_ Dlrck. //cCo t/rlis >z.J-r~ ff7 Ct7t-i Hj 3 za 5~ h j 3r" (4., 'fSir yGg IL t a*3 b=& ft,, ('&c-S'?Y f 3 5-kh = (o 2.4-lL s (, (3 ' ) 5~7 r f $s')[r75) /yr =.Y2(o la Nmy A. b (mF. 3) 2 =eze(c) = 3l% PtJ Gmy = 3 '*f to 2, = /TS 2.4-P'E I s t + 4 z s w o o olc.
1 P4. 9 + ~ l ECE ENGINEERING SHEET NO. JOB NO. I2//E JOB IEb DATE /b!N CALC. NO. 0'N' SUBJECT Ad " 13 - OdI CHK'D d# DATE 7"4~ff 0Nk S/! L /hdCH92 2 - FZ SWRc hJcdoics m e-Vu 'tp'.oeudgm,,0 N$J) R?<TVt2CC. l FrecM (D F. I
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PL,89 EQE ENGINEElhNG SHEET NO. b JOB NO. kEllS JOB Rb DATE l2 flM CALC. NO. CW / SUBJECT 88-23-ODI CHK'D d W DATE I'l-6 C/kKtJf '7Wt" ANC//o/2 Ace 75 /b< 3Xbl :, 6 2 4-li. c 7 3 0 = /8 ? ?L /s s. /8'?L /42 > /030. S* /4 s s uppea r 4 4 e r e 7.>c, r mit 77/r 3.0 x dt. C //cC k 4 vd /S C4,ffetR6d 43 /fd O M it. 6'3.4 JAT6%&L Spe6>dGPl GV4td4Tl& sftsuHe-Au t +rtnitc ud is 77/kos By 7Ht' Bem-77/r supPo27 nie t de W4t.a/strid M M7m'FC-AM S P 2 h vG P l A S hin c o*J: ff>1b Hlld Pcus 4 77t4JSVetcr /fcc626 c4 noJ ef 2.E" 17N1 77/c' 3-94 of; 7W ftc0A /k1M.Sc JP6wzvM M 7h' d~</k4 /bi+J7 /d 7W %7* 6JUticr ik AACC) JAY STV,f724 /Z /[T74e//64 : fieod /4Setw 4, Pg. Jo 7/k' Pkm /d6Skcr SPxp'd V-Pif F et. 7?/S si '-3 " EZ. /T -O i 13 l-I 2,5 k' 0,/?) : ~,4.3 3 ~~D7AC bcibd408 A/%!64 /S // + 9, 2 S' /4 / &E7.fMic t-//707dt Lod ;:- //4f,2ffq3 .s = 494 If g. cso rite-meo xiwm&L v a n a v r-M c n oe.a Gettuuf. Fcg Freo M Ref, z :
- r.. r n, ;
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- I P4 99*
EQE ENGINEERING SHEET NO. Y JOB NO. IEll3-JOB B d Dell)6h db " O " OO I CALC. NO. OODI SUBJECT CHK dldd DATE 2-4~9f k.a 2. I L c cz " p,,, 33 m kge MoaSmemvo / ' ', s p p '- . j g 9, 2s' = b/g $ l2f,cg = is,aE W Nc d no}ccmye1 ik = // ,18 ' See 97 3 = l7 } /r,n e Csc 4. - l : mn -e-;. ~c7' 7 C - [%# F-2 9 cco /c.: c' c ? Ce - /32 </89. 2 C l. Fe J 2 H 25 [## r F, 4, / 7 kd 4 A e va-4 % = N4/, rm,;
- 888ptc O.U -
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96.eto EQE ENGINEER 4NG SHEET NO. N UN8!% JOB NO. NIID .OB JCb DATE CALC. NO. OCO I SUBJECT U ~ 7 3 - DOI C DdW DATE 2 '0 ~ff d4 /307>/ /3s:- 75 ; 194 '/bs < ZX /C S C. T =- 2 6 (t / 16: T}/r S v/ Mar /-frff /Nrq Udb' L/?The4L A.c/hd C+*/?ci71'. g, 3. r
- ecd d+vf ea Mrig ur -
cdece r>W.s uwn r-r-re /ess /nfin My/Gve- /M./f 77/f /-AfinM /&2/W/* 6 to Jo r e>c t s r. nzan eaf,/,rsr.s;y Cunsr />vwza+-S 7:fr K/Z C/'3 " S/'?6Y7yc/) mom /2ER & faoq Apar 8, it, re'e+, !, // 9hau ) sa rn 2.t p,,hji, r s in c></./kil./<oel /;/ k > 577 Kr SUPPom T 4 /'/?SSr-1 ?~Nr Ao6 ///MftvC. MYN)u= ev//w177o,& f jppy? -t-f /Z fn-J S M /?It. iiC' /? #./ ' r / 7 byb &9) /2 MI -T1lC 3 iO)( b L-C : $ l' ll0 & H 8' 2, d / Beesusc 7Mr su.0'o ar P4sses rar e Lif-rt>zes sod S7?toJ9M c/}ect, 77/r cu7z ice /S Mu r0. 7/W SUPPea-r it sr?.5///C4LLY *14ffbeh7~. SET C SCIS f(>e/-f ~~ All-2h -004 Yrc l.<cs v1NT/f77o.J G F '7~7/f C0ruftt.
............-....._1 P4. eti ECE ENGINEERING SHEET NO. 9 JOB NO. ElIL JOB Jeo DATE11/6f4f CALC. NO. 0' #D I SUBJECT ' ~2 3 - C'O 5' CHK'D.5 fM DATE 8' -9 / i 5 vfM r B TM1' scgl - ((c, r+- 22 '+ j '+ + ')l2.)f,)5 )( 5o Hrlft, jz3, 7g,3, h (T L-cM - 8 'X /,4 l6g .,.- ; ll, L l$, PloCI v A) e s yrva -r - it,L 65 l13 U . IG" s/ IT" \\ \\f gs qg // Cl - l (p 6 'EV R,= Rg(it.t) 1-h (n2s,yg-)= 4(,Ib, R. '%& z)1 if6u.w) = 89 as 2 4,= y (ice 4.n 89 6s") = inr i; -ls - = ~ flecI 5,. =., n 2-u n ' 1 hSb{ $wn - 3 = 233+ pse g g g 3wo p c c.' [M/2) ON Q ,ecb aim g=, I4 2,3 /,g = nf fi : 3 7 +,, f 2 / G o o, ot ['d//Mht avTs 0 - > w a \\. s-c. ne-
k.97-ECE ENGINEERING SHEETNO. /O JOB NO. d? II 2-JOB B JRh Bb DATE CALC. NO. d "M l SUBJECT $ $ - 2 '#2-006 H dld DATE 2-4 -ff M bb /rfPl/Ed A 16 lb 40/hD c.4,T>/c' f/0CC v,o 11'ra v7' A' T 7?/c CcJLi~,. ~'7r'r F i.-c-Z V l a ).y y /) /5 bcbe.2r6 ro 7VG" cr7c'")nti=v'tasscy l JtrW 2 W iL t+actfcv2.$, c0!.fr,1( g-3 i C,fzs y Y' liftc (4t. (syc// /J /0.TO, f /43,77 W Art >co kd 77W /&cdez.S &cr Jvyed 'Mrs9ven J=rr ~j'}}t'" % ib ' /0/hD. ~7~) %~' A 2-ifcO7C77oJ lJ t t t D f M P4/e>b 85 Sl!r'3 L l) ~Dff' /s4Cr !/z "l f jyzc gjg 47 ~{Nt cctvMu cca arcvirJ. /, "f .9 //r'!L /YrJc//<<2. VP1 7 lpQ = 2380 16s k&'$t{ c77c4 Rr?- U+JtsJsdN l'f4W5'MTu.erot Or5 ::=, 6 / cdoc 77c4 Pert. M c.str7F M nf 77/ - E R Fs = $ f,&>s'-jW.3 S % p s c' > -f 'c b 0<o d r ,Ic = 3 oco (IEe[s.0 %)t /We R Fv = 3W. , w, SS' RF5 =. 9 s' fe u, = 4tos ATi ff Fs 2360 [d,)(,9r) J35G. & I6s = / 35To. (, / 6 : > 8 9 /G s 1 l ,$U,P(C/2.7~~ 6 ?A$Sl'$ YV l* O Y b l (. &T K. l
k.kb ECE ENGINEERING SHEET NO. // JOB NO. M2 /[ 2-JOB B J/20 DATE 1. CALC. NO. O'OC/ SUBJECT N$ ' Z 3 ~M 9 CHK'D d64/ DATE f'4 ff 8,3 2 VEXTIch crk'Aci'rY C//tw kt90 Y 7NC ENT//W bC/M l.c66 x 3 70 OMS" 4JChlog; L (/2 L 75/6r f //,2./6r')3 =405' /6s (5srr 9) 40.5 < /C 30i 5 //ps W '!aNOR /35G.C, Ibs 5/&se(slir,ta) Tdr SvAfez7 P4Sses 7Nr V6727/ca t c-4s>/;eiry ctWck 8.5,3 b uc7"/L t 77 C flt ck TH E 5 0l' fC/2 T* )3 L /1-7Pt#tt V Bt2 ty g-d s h j.0 /.S 7?frytr1"a r-AJo 7' O-vc 77 er /N DN' J MAl-s ( /126Y77 Ci'J.
- h. $. % s L k-TEvt h Lo/1-0 CNt't-k.
jf.*vMr T)fr RRL l NN>2/ -t-J. c> A-0 /3 4 ykgrJ B Y 77/-f' UA//S 712 t/7' /Wi!3fYC /bb 77W ShJ G l.f fh.
- S/Mc. +JcHen.
FiC.V! $lfV'ET& 7~lld' /%f'2 / Es v~Y' t.- /fccti'/ns:77m N 'l l O '~ tr 4 g,7. ,43 3 /,,47an: /.C,5{ = /?.~/! y g3 W t!:c 3 3 56 lbs. Y i/OC/ /46tlGdz uit t / c 't E: cke 6-ihv0 C Tr / S ACCE 971M cf' ud& z. CeM/:i't!-$: IVF ! C A^ AY G. uspui w y Tdf~ f/MC /4'Orf-- CP4Yk / d c-0 5 4.9 7 (o B?rP.):[ ~/2}-F /- c.M / : Lod!C, P &! A nar tja m o t /? cc / pr.l.77/r-Fm-72w / l-O u f ' O f 7W~ f/cv / Ptwry,z /3 y 3$, Frzcd jet + 2, 77/r' cd-p/+c / TY c1 7~dr to/37 C uni 5 711 v7 6 a 1%' il(T" 70 77/1 ' &%)r ! 7n v7 ce..JrJg-t'~7ig... /C 1]7 ir>9 ET T?M T r f TWr 9/ 3 i C- < ' ~ 7 *"' 07 [t av.d C < 77c,J ! 6IW /S ti = / 2.cc l6; /zco 58 gSok Ss&zc Mcdoie c/Hrte.-
l i bd. 9 k ~ 3 EQE EFGNEERING SHEET NO. /E J40 8!44- ! JOB NO. f7 II '2-JOB g DATE CALC. NO. 0CD I SUBJECT NS ~ 73 -MI C Dd# DATE 2's ~9f 1 1 do^)Lt002 / O y 6 L. fre fe,rg,$ g g S&:.z j cQ, bQ 77k s S1;t-l1 c l-G 6-b A,0/4/64 A/M~c7W i%' ~& f:g :. :..- L eA,C
- c. J
/, tiit u 5/MvL 1ArJbvv.5 t-Y L pfr S=Bilbs f= 59 k %M S/ NETS S' R&.0 /0, dec: /o3d.3" Y8 Lc = j.3 TO.(s L)S/sJ L /4fvVE- / ^/TEXM r/on).,* E.- 6 99_ t_ / f. /o30.5 /M 6 /Z_ 6/ OA $,'f)(,qn' 7'L / h 5 U ' ~' 7*$f l, M.*' ' ' I f,), ( jdtO I$2%.s G (YErY-lT/f*.l' f V/h lhA 7/C.'J fac.st Mgt~ 6, Ma.m c-4,MtogA cr> we /2.- i; /,1 b A > f 6 /t,
- C'.'8?' ?'t 0
/hd-E[fj
- i*7/g, c c j ll,.. (;.(
/ fl# Y{fy(,/d' bVsAt-t/4 T/CA) $c/Pl*0/L T /3 Wf't? ERet l' sA/Sff-$ 7?/f ~ %M 't 7-16 kl (E W/6v). t 1
\\ pc.%- EQE ENGINEERING SHEET NO. /3 JOB NO. hZll ~4 JOB-Jc0 DATE /NA!44-CALC. NO. (-C'O I SUBJECT Od
- 35 " 60 I CH D dW DATE 2's~fI v.wa., c Qw7tRCb L.0/}b -
(ii)((? +8 '? I W )h) y /.4 '? s/f e = /82 iss Sup,y A 'E$ " (izp ' ta '4.i '-+ c ') lt) r 2. 2163 /9 + = 204 th
- c. rc so m
+((v '1g '+i i + ') /z')x 3. 6 ISs /ff = /44 /6s coAocr GA s 2, s-x /&. 7 /t s /f t-flaif /Ss = w sw uss. coacewrnn e 5 ' y /, 9 (6 s /f t ~ 7-(6 c = o a sarow c 70mt & 58.z ris g or+se r / o ' Y f. + !L s j'9 6 lf /Ar w g 4,6 = ou sw%rc / O ' Y 3. & lb s /.c + ? G' l'- : = 8.3.) IJc46 4tb0 Cdet'k 0 Pf S!"T. /- o +b b/372/GJ 7704 I t."f 3 c. 4 b ^ ^t /?. = 3Tg, (rr.\\ = 3 7. r /6 : kz= ttj (y,),qz,,7g ~ I; (& 39. 7.5lt. ) l%' = 6. Gr av,li
- a., =
a a); c.sr(+e)y, = = 19tr jn.-/ts l Gy . 2 c s a '~ ('Co=: t ') Gw = 1915'l.202.= Q%0 psc < z.spoo =Fs @+. t )^ Ob
hab ECE ENGINEERING SHEET NO. /h JOB NO. I I I'E-JOB J4o DATE /2./8/f4 CALC, NO. C-06 f SUBJECT M - 2 % " 00 [ _C 'D \\/4*t/ DATE E A#N//%/id /U b 4.c A) e f= 638.2 c/2 + 3 ?. C *. 357 16s = f"$itod A=.ffz,' [/EcP 3 ) = 2.f/4-p 3 e O A 8 n2 < 2./5OC ('SE CM l4s&ic n e tA <e kVt t ' /030 VISS (S/YET $~) 379 IS1 R /0 30. S~ % O k. Supm27 .c. einw ri/-c- /,c xs c c sq. cp= 0.3,2 VM77cl9l-. t fitp/7c i7Y C /rf7k 17/cr i d6%k Lwk /s Tdr McdceAS C. 3YhL 3 X 3 7-7 Ils = /0 ~t/ Il s = /0 H, s > /030 5 ~ f/pu - /. o 4-
- f*ft 4 9e Ercec-L skt r cf TH6* 14sco a,4d cr 1-c + 4. /i cc sJs i bec VE. il-Cc 6-P7&it w. Etw!Ute-er ce <>.e w i.
- TI M ir) 77N A.siQ M71Merio,U b +eidf Dhr h)ikh (su/J sfavd 7W FRr 77hfr disticiisvris.a op 7)/r 707n< J-cao s m kra TW 7240 /2sAS tJoud itc-Sui.7 i.J A 3yA i
&cdea who CF ~ l0 /4-Is s < t c30. 7 19 Ho.er A cc we.+rr estprinr?.a c.c & K040 WJ &W// /44 Mrycz woud /fo.s7- /-lh ez Y Mes7 ~ /N i? }fodf G vl u d tJ 77tt," v /p d Of 7~0f M/hO 06TJe 2 J 77W r NO - ), $ctPfatr c-P/Htef rnr 3y bt. Cther.
n.s l EQE ENGINEERING /I SHEET NO. JOB NO. M2 // D JOB .J4 b DATE lhS/@ CALC. NO. O*OC I SUBJF.CT ~ U ' OD I C 'D dE DATE 2" ff - 8,3.' 3. Acc 7 /c / rr c<hrA TWr /&d /Whigerc 7xnpese supanr Re%ob3 /4 & thcTit-r M & tvnz T6 / //-76n/M Lc4 Oln'j, $, 3. S'. /2p b /&hJ} 6R,F/f7/f-7 Ub' d'V K J4 77 w $20d SUC 8 77/f A stc+J S 3 W s od d Fr j 17W 71M Rod S /5 2'. 2- }Ci PS ate
- t. /, kip /p' oj 35? /bh < / / kijos C 0pPct Y C.
/4MCe'S Dh' # "b IN **- S ff Yg D / $ s* A k Y o Y a 3wac c p+tses 77/c #>az y wt Aswn). l
F4, $6 ECE ENGINEERING SHEET NO. /b JaA og7eiz/g/qe JOB NO.M7/f b JOB N0 ' '2 3 - 60I CALC. NO. d"86 / SUBJECT K'D DATE f' N f v//%f T O zog - 7aay; {2)(ic'+ 4 '4 l'+ +'lLhIs')'So /6sll1)= /+1,5 H.s (fto -/4 '+ / ' -f 4 ' ~)l2]. (.9 5.)(5~0 lb 3 ll ) ~ $5/. I Tlthy ~70771L = 59 3. 7C* %TL~r%;%r d60'+'d)/z) x8.9 isz/u n2.elas $0 dTd o F S # t'on X b ro $ (/0 'S l4' ]l 2. ) X.$, fo Ibs ft = /?2.8 ljs g1'"j'2;l'"' (io + 10')/z ) ~x i. + ts s v .sc, as tvrars < r c.t s r6 sws 04wr 7o74t = /Ml. 4, IAs a Citik6 TO7AL = /Z 8 5' l6 S 8 3 1 I.ok LL. c % r te M @ Hau s re ar ud-Mz.7/L_= 7/.25 Hs or 91 ts'Ibsl24 A= 2.7Ms,1,; s <lSo /k or 516:p smar udh 6th-deet c10 E//stf. 23 3 - Ok. M&iHvH c'imo a c,.: 45/ 2'W lbr * (4[ fo filC "AEA'1'} 3$ ,g ( +-Z z"f 'coaw urs)f c,.;6wrs') V + 4(s2,Q /43 (2 o r 4 - l'4.k h I '1 f3 y w,n s,- t- /72,8 (F) /6 s 4 _ %.)ILs (2 or 4 - %
- f coawirs Jylg
( -t Sco '? " t /029,f /43 to 2 6.5,! zcs= ??. G /t:/i: l /1: O/S m 39,G(z4*/8 t-! - 33 % th -!b s CC.g = 33"/zos M /6Fo+ psi < 1szec pl(op) ok' l Mr Loa /m = l185/2 lbs = co+3
- lbs, l
t
g.% EQE ENGINEERING SHEET NO. /@ JOB NO. b/12-- JOB lCA /M8!f4-DATE 1 CALC; NO. d'Od / SUBJECT A8 " 2 3 -&O I CHKD s/ W DATE M /{n Al 54est: i4:, ! 4 %, ' 4-< h h no (xe.Z. z- ) 'Je ' llR = l+2 = 4528 pse' < t l'"p e' og udts uur Ar cc7tw; 7 q. g,. ',t, o s 6, v v A 6t3 643 4=4" $
- kz= G43 lbs t
4 t{ng - t'r ( A-c.f. 2 ) /Y~ = 6+3 (f)' 2672 /A-/Ls G -s = 25f2 /,2e2.,13 l Ch 7 = /L?33 p:c < z r~m f: c c t. .' z sdac ecac,a s Oltck / (9/.f, f,) /: 20. C' /L ; rp 643(b- ( /030.5 lbs Ok. i Sunt,e r b f%ssd /. 0 X b l. C//cck i
fs. > w ECE ENGINEERING SHEET NO. /8 JOB NO. 42/1 E JOB
- b DATEll/8hh CALC. NO. O 00 / SUBJECT N0 "23 - CC I CHK'D JM DATE Y K "I 'f (.
Ci*fs% 7"? C /
- C.t
@,3,L, 6 TNr Jem c. unc 94-MFM AP'- 3, o d t = fo45%5,0 /929 /bs = l924 l6.s > /o 30,7 /Ss fusss27 A Mus r i.sc' Ev4ada 4s & oJ77 rec 6Cr40s r t r' #sef o r i &ES 3.0 X Of.- c HTCK, d?. b.), 'T?/75 TreAfr+r ' t<.0d /Wf eve H&! AMC77Lf fc1/m3r 70 4.477 t-k t.e ddi 8,5. 5~a A00 $hif evL F4r/f vr N&t.4% 77s4 F 4 t.f g g g y (,,qn,4 e y ps-ffcf ; i_~
- / ? Srf:
ctt /, / Kip /r :l f43 lbs <' /./ l< iG JWnn 7 /> / M'c wr ad Wavy %t ff 77Cy ur C/kW-T7c,J. SUPfttr Y b 4 0r$ ^JO 7' P4-f3 W AnJ#f. Y77 Cit [_ C/J c/c 66'c60s6-Mt~ $ / Sht (2.r}/(sed f i hw C **ic 12 ' I6e /Je7 f-((ci T 4' f' ,O X b( t KrputafFfCUT, 5c/ PPM 7' O /%IL 7 7/HRfFcrzr gF C V/V L./ A - T E t] A $ 8 tJ 0 $ / d 4 2., set ourvot 'R/3 - 2 3 -008,
h[4* $O $ EQE ENGINEERING SHEET NO. / JOB NO. Y2 l/1 JOB /2 DATE /2/22/44 C 'D t:/W DATE Id - Mf-Od / CALC. NO. G -do / SUBJECT buffC/2 % k hk C - Tlf t vi)C6Yr s) /5 Paz T7/r / Cot //7Ed S/4n y i&f & g/g3 J.C~ jVa /Ed //rlLf p25,
- rJ d 4
- 9)
/Evd Coc 1 8.3.1 /.or 46 e'A n mos. sun,,,a wo a,<. ras na, ~ t;doitSr ' cat'* 777'SJMay ln9J r (c'c " zneg)(e) oms)/z &er R, = de /SD /Ls Ab s 3 raes.s - ye (> seob s 4 =, i+2. i: '- (<ee>c3) g, Ph, "Kia ,esr, p c; ,5C ut1'E /4 b 7 Hf.viht vr\\f /1, 3fr^^f 7 , /s k; e ? / 6 M (.*: t Y /0 N O/c. f i; : @)1s7rtv7 d-7 CEye sn9 - ko 6"ln l S~ " fc," 'e V (<, R2 S: lTD ILS ty Sp,e iSD IL> s kw er = hw = /SD(e ) 900 & kr, MX,,, s,, ,2oz.,5 /+ F/ae (tier, L} l Crr v4 m <
- m.,a ECE ENGINEERING SHEET NO.
2-- JOB NO. - 2/12-JOB
- 0 DATE /bNM I
N! 8'0' CALC. NO. 0"#C / SUBJECT AM "/Ih - #d / CH DATE k: t ex. ' hkTV f s c.' < esxo ag Geq. z'> ch. Chec h !'z* f S/4. gc, desthe S Noq = 22 90 /6 s S.l hT P '~ ' {# ' "' k'" N %kcca.s Y'cwboc ?s e' ) kfr : f 4CCOp t e' > {c. b M ps c' -f 'c - 3 cco pse' [icef, 6 V ?) dft : NW ffp ~ 3? fqic = het Ars & 01 t : 2290 (.6 (.?C)=/obo,s'/Gs Aq ' Ac * /50 < to so, s' ok ~/ via e s 7a vT~ s.s v7 f>'l e es/ r A re < > h lil' / 2Ocv IS.~. / sD /L.- sr 3vP& rs 4 yc FM2 74- /.osdL. tvaw+r/&
- g. s.2 venscm cow rv c.4r,r An)Clica.3 $c.- /S 7 4 ca f>+ k
- t. in}c 3.0 Y bL-
- 3. o y 150 c 4 S D /4 s OO 30' T 0A;-
S9#h.71 A y C /MS 77/r' VGs277 CK CApr2e oY1' NikVi+17#'
9C,, l o3 EQE ENGINEERING SHEET NO. 8 JOB NO. M2 Il'2-JOB I# O DATE /2/2J/q6-CALC. NO. d-00 / SUBJECT AS"OC " od / C&D mud DATE 2~ "f l di'. 3. 5
- l)vc71lf1'i 6VA& ufr/"d 74;3 itc A
%9te 7knin r SuAcrer wt L RChi) N /&776( JVM E'C ~7D L sh72!'*th J-G,/f/,a /70 $. 3. 5' deb /& 6re l'r+7*/LJvf f 724" /107tre G trJ6'?4:WC S6'T Retf i T to c4-Tr6 o^.) Floct? Ct&Vsf-flosu 2 3.'G cf
- 77lt 47e TOof.- 4utcAi~)'.
77lC saf/ TS sfar strTMikd 70 7& 3s 'e " feer. etcv't1/s.J i 03wf /f. SiaCc= 77/cac /J.w ftc>$c 5/?(rTr?4 f-e e 77//f 8Evit-riod, 77k- /?s:qc7tiz /Jyj t 4 jaj, 5/ ; " 3,cgyrg/p tJ!cs a'r u.stL)., 774 tyi 5/ 's Spec 7>U ?,2cd rzci,4 /: Ew/EZopt?.i & Y 77/r. 3 he KO //rkf tu /197/(vf ~ y g.cstivb /s SA'arx// hze4 /26-fa /. fr20^{ dl F/fVaf 8. / 2., Fcte. A G I'z ifc !) i Ltr-/,771 7)W Alic>J/14W A o,pf f-r.z 7w g,ppga 7- /: ~2.2 kip: OR. /. I k/m /teod, ,l, l k I f >./ 5 0 ll : 7llC 5yp/*ce7 /&*ilff i.-/t' /ts8 YtajcE E47/'Of ~ Fuh VA 770.J. 2 / Sot <Wl'O S/ha7 fi.1rt;O &NL /200. N/kif 6fl ~ dV/hakr7ed. Freo+/ <ew, /: C577kif7V SY:Tf"/ /dcptwc ?.n VVtcr/q :'k rm6. - U.*r 3 v/Yc'z, d 7o itt M H f>-T S V."7T*f - l-t l ke, S Jmrer 4 /S wMr0 .["#F, 2. 9 y g c3sfw77,3,y 7ye-s,/nc.- g s 4 %c l l ./ $5 c -- }N G: 3g(.,.4 =,17(if asor acir n s 'y maena m
- s. iu,.; *- (es+. -) ^
\\ Amr ethinnz e,400 /> (/lW,3) Y f W 2* r,00I 3 % IN
- f:
4 f'": 2 'ly/0 /7 Sc' (/76 + 3) 6
94,10 4-EQE ENGINEEWJG SHEET NO. Y JOB NO. 42.// 2 CB d/fd DATE /2/11/44 CALC. NO. 6"M/ $\\lBJECT A/8-OC " M/ C 'D \\/ W DATE E~ ' 'M
- g.. 28
,N =^ (i ;' i'I,lL,' * ! 'll 3 k, z(i /2cres)(.x, w-)/ zs>) + 3co/2e Ip 53 /5/,.; h= ff) = /, 3 / f Ne q OST .333 c of.fe . BRK Cst c u'LA 7t" 6 qviv4cgyp (JSyfgy _ id ep' u s = 246-1 e, (2g f)24 gi2 4 = 6.s'" 3 c) 24O 9 TC,(,cci31410% A) (zrr-(i.s!Q-(&.sy-z u,& b.i- ! O eg v. :, = /48696(6 j}/c 6 h r:ze M w(c<c is ciawca: t y uMac 74ur SUGfo1TC h if~d c /k iso r f'<913 77/r tscufred
- /kr(T sees Ahl 6'rt EV/h v //-77c4
+ y
'a M PG. tor EQE ENGINEERING SHEET NO. I JOB NO. & I/ 2-JOB l80 DATE /t 21$f Nd " Of "(d / CALC. NO. C -CC / SUBJECT C D d4W DATE J '1 o / rad t,19 aosia9 vmeir c, && tvanarc
- va+ i r S
G ' sws 70 eletope-Tur insr+ce cs /gawq Sv.%:r.4 uswf suppoa7 B. 8.% I
- 1. o k 6 c Lollb cu sv a r -
Tren m m sPs,J 'GYizN - 9' ,. /z,=/.: 2(2Ypef )(z')(9 '){r.)/t 2 zzr Ic, teo o sracs Q: 2*[ fur /csrgsc- <z. / c co,, e i ch ~ um n nur 47 cm u ~p. '(b .,(;g., 3,;.fi sf t v7N 3r 22f $
- 225 % + Z
-F 4 22 T 4 i zq.r En: 'Z n % l ((s: Q 'f. (22 r) 2 ') ~ IE = l % k s S l fly
- 5*(s) - Il256-Iss
%3, ztr(q2od)/zq.s 2zs-{. )j 79y ;.g, h d %2 =
l EQE u,. m EQE ENGINEERING SHEET NO. 5 JOB NO. Ell?.- JOB Od DATE /2/Ml44-8/I-//C,- M / CALC. NO. d'dD / SUBJECT C 'D O DATE 24df ., l u Gb= ik,.,= z o 2.;5 2'l% PsE <' 2S w d =F T e s ok. N/W/HM druc/ka Ls,M iS 252p,;/o30,5"/f,ok. 'UMSm 'T darf - 2.S~2. < zoco Is KUo.s&le ok. J t/%27 th A M!r$ /.0,x.d t ccrat rJ 0 53 VG>o cMHtYV 6ffrC/c. - 3.OXh L /baC &.H 6' /: 7)/t* '*4/' I tah 3 X WE ~ -7 Sb $f / 030.6' (L 5 Og, S UPPort7 16 refsc4 3,o%6c. tvhun-rsua f,3. 3 b,t)cTlL / 7T C (6tt suppy2 i 1 t: r? 5 v m ~ -:. C P c ^. i w 4 o c. 1 W,9 '< : / 4.,[ tJ et,./1C.%. '. S l./ arrn/d M 42./sj ' ~# A la cil w tt w e?. o.5.T /20 2 //dufra F17tgus. t f/zc,ti /Erl /, F/f v/2r Bel2 uJiP'f 774'.3 3 3 73 c u A, cr t-28 a t 77/r du w/?de r 0 .C w t% r b /,I hi).rlaco '-04-d / : 2, 2 leij : oe /, / kifs > 2%S'/Gr Gt l g c.yofc1 T /3 / W:.te3 77fr /2oo /f'?~9P' AWfW ( % ft van toJ. 60ffV2 7 b
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AS,1 ot EQE ENGINEERING SHEET NO. E JOB NO. M2 // 2-JOB e0 DATE /2/2-h44 8 d - Of " B0/ C!K'O dW DATE 2-0 ~ ff CALC. NO. d-oo / SUBJECT supon.r r u m - i,ii ca 4, l} g ; is 9 A., 1 [f " f y n, it-Ap< v a, W c Lo4b 1 - k1 Yk: 8 26") ilt'k(Z'Ih d5) f((kG/l2 t i2.')/t)(.5) 3 + (((G"f /4"f z3'-)(ts) fit t 12k.ro)) 4 +ew.ae-e.,e,.,e.,c.ne.)prp.42qa)(b.) Y' 3 i *4 = 4(oG,+ l6 : rc,. c : n;.z is: K,t/2 < (((t8"- Vns+ co")f(z 1))Gso) t ((t6"-+-12'+ t0'Mt")/6t z)({ 2 Gr r:f)(z ') A H2 = /8f 2 Y 5 s 2 ~ /E,f, 96. G (S: Op t: n u-r W- ' ku A.4 o st" b ty, 1 I,,, V is Y l y 40, G
- 7 n.z d I
f Y' (b h I s gg = %(90.u) + 4%,(en.2) = 2 to.s n s
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%t CT-tNEERING k SHEET NO. A JOB NO. MS//L-JOB I/I0 DATE/L/22/94-CALC NO. d ~00/ SUBJECT /'d-Nd-Od/ C D'lMd DATE f I i% = d,3 b (cf. 0 p 2 /o.5(# 2) 2s25.G 1: -% I 4 = z s23.t.is.,2n _,,% ' llA'I'> pti { 2nco = Fok (ee.fz.') } e i /Co cl Ske tt -
- 3[7 = /6tz e sJ < U 6e i
ok rbxkin 2 /0,3 /16 /030 r /6.2 cA. un t s yto r 5-ht ) L ts zu 12. - o y %G 25 2 SR := $ & 010 G) t t,'[-(255.2)=3d,f,IL: E= 2 L (90,5) + 5 t (z u.t)= z a.t a s x3 Yro,e = Stig b =zze.z(n) 2 7 50, 4,; - I sr (T, 'Q = \\ % ) G p si 42 mc f l 'f. OL g s Mx $c.-: 43 - 229,7 /43 <('/o3 0, s' /4 ; kj - 77k' 9 4. C. Altto 13c Anouca 44 A 7?/r 52 ' S/ktc &x/4c 5% Lo +h 04
k,lOQ 5CE ENGNEErdNG SHEET NO. Y JOB NO. Nh 2. JOB ,J eg,6 DATE./_fdff4- - CALC. NO. d-M / SUBJECT AA-MG-00/ CH D d N DE 2"# 'ff I feo~1 dea / : Ypcq = 2380 lb.s NTv = Aedwekm y udou mmvfdw<< O ,&c f 0. &s' 3500> -l'c 5 2006 pE $.Fe . -j 'c >3c00 (12ehs C Y7) ((N' 3cw f0 GS' / mci f fv* ,91 fftc ' fNoti kTV$fV 2580(G)(.95'] = O 6~7 l67 94,(, Ib s kIW9 IGs C.k Sui % rr5 13 skib b PM] 77hr 40rk GV/9W&7kd
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f4 1Io EQE ENGINEERING SHEET NO. /d JOB NO. M3// ~2. JOB 4b DATE /2.h 4-CALC. NO. S-CC / SUBJECT 88- /~/4 "CO/ CHK'D dl4/ DATE 2"I '95 82rt. 2 i is.: /9Mr i !h
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. 'N ~ 9 6, 111 EQE ENGINEERING SHEET NO. // I JOB NO. M2.// 2. JOB A tfb DATE /E/2A/04 OW DATE 2 - P5'_ CALC. NO. 6-M / SUBJECT A//- NG -od/ C D / i vrJS FrecM T)/r D9.,'7 t1/fttN NG tc 7:4Pr 74r '~~)M v t s Atr ih Cc : vf cm r i *- d'? 5 ' ''M /b l-lrVV A 5 iHIc 4/E /- W 6 77/ c/= /204 (tr") TO 5v/sc27 d j%>d P/CVr D/<tos'/ /-f 7 // 90' /.'End Brkr l etat.v } 5 varort 70. /7 c.drJ /.!c-r w e t.i a - a y w y r 7 7li :.c r:rt 'y c.ut t /Jo r Act 70 r?4-Edgqui.s E cc M Lc' G F T//LW M Q AbTV? ~INC 40SS of SUPPri-T C &Ltr 70 / Cod H4f cit. 777r/q gg- /bJd T?h* FW7 7?M 7 /7 /s /f 5 //eit 7 / 5-o'4 7~hb Trz4fc 2e' /S V/ N E4 A S 77lf t<b2SC C43r CYCtt T?/t' f o 77 W N i 4. LOSS i c f Etu P/ M 'l 7 4, 7Fr.Ac;c of Suffet7 A cous6 O RCA&c i,a rc 74c s.c :: cip.: vPP.m q slt: 0, Pgc4vy / 7 700 HA5 ansei n e'.& Hi+is9e s. 4>'T?/ e 7H/: c c<w: <o 77k Aono caovta ac-P/Mse+.s 70 Eufera r N. 75c? /dciue T!'-f.;/%J & ?ou e 0 /:c*' 7"r S Yf Ai 71 4.-7 u w f,,3 & A ab f, kJcv6,e i? par 't -h ( a i?t A rie.. <F
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~: EGE ec,.nz. EQE ENGINEERING / SHEET NO. JOB NO, 42 ll'Z-JOB .IdhDATE /2./2e/44 / i CALC. NO. 0 00 I SUBJECT R E -S~ l OC / CHK'O d # DATE 8~0 I 8,'5,\\ l.C Y L L Ct c k. - io.f g 7,e 3 EL y.* .g,, V (f~ 8 12, R V V 3 g y E AG t g, Alv TS Art.t~ 1-CCS d~ CJN 6WH $ to4 $UC/ oz : Al c/ 3 gyggpg 3 (h f 3pp gg) TKY TO Qlith /P Y lDTD/ 6Xso o j soA 6 &b c caw. /2.oO Le Ad, 3 /E, = (5 '/z ~) 2 S.:- DW!kt h (S ')(z.L ISs/V ).]f2 = 2 9 ??IS: ~ t. R2, 24. 7r /4 s $ = (5',1(t.4 /s,](s ),iz + 5 '(3,c. in/p)lz 5 = i;. 7 73 g S
- 12, T / f,3 7 : j ;7 [2- ) 2fg : A I '. II " 7 (/ 2 5' /b 5 Z
4 = z r,.2 c 4 c &' (<;a i:.j...:. c (r y,, i: 4, y,,,,,,,,, (13SvHF /ZG Cnnn/6~$ f4LL C MitWevt n3 cem.-uirs.c,N) l&tM r/A /f & O J-Cr%O : //(s,2 7 //,3 /EC O 5 7ftr$ 5 - 'c. j P r.: A. ,14 2. 2 (n? ~ ') G) - (+ I4 2 ~ d'/ 9,o s c ' <. r, (zo cco) = zicoc (mud s301) ok- [$ck. / c..'t: Pt.~~c t' c c.:,J r/w.? t i d Ce 'h' Y / c + /,j - t': //(s.2 ( ~2 6.? C = 96 lf: i de PL
== fo(tc.) = /Ho t -Ilr h q ) = /4 R,c.,_,-) (see + 2)
I P6. [13 ECE ENGINEEraNG SHEET NO. 2-JOB NO. Y/ /I Z-JOB Mb DATE /2/2e/4+ 8 S 6/~ M # l CALC. NO. C-C 0 / SUBJECT CHX'D M DATE ~I fi .<'?seco gsJ (/2#, 2. ) Qr 7/79 / ok Puu cu7 AucJshsu-Pza ci.ui s n u r i > v 7 1 (W 0 /S 2c@ /.S s,> N 6 2 s** / 6 s op:- C//e ch H/hfrMt/M 6d0?Uf SPk3C 0 d f/0C0 ih certsn!) - Ny: E (io) V A Dlh f A i (2&^) q s l2.5(to)f/2rf9)f2'~l7Ff26) ////,;- /6 s = c= lIG 2 5' , 'r, -lSs //ter - zo 2 r dz)(25) = 307.2,a h: p Hd jo,ycs-i incv a 4. *. g Q: ,2f =5500 psi < ZMfE oh Ct{ ctg 5//cLt. &c t/cv2 2 u b05 - Q = 1%.,, 2 9.9 s-(z.61 +- l2. T +
- 12. s(1,)+ 12.5 1.;s(so '
n 47 49 q,' r> f 2M. 9 r -l 2G,zr(2() -//6.2r/4+ 120 (6 s = g _ _ vt,7 r64_ a.s00_ n,sdel y 20. t r(2 z) + n o. t r c- <v 1+ -- 41 4+ + n o.2 r/o } /0 7 lb s =
N L P4, n t-ECE ENGINEERING SHEET NO. 3 BP& JRhDATE /2/2o/94 JOB NO. 4Yl8 Z-JOB CHKD YV DATE 2 ~hf CALC. NO. 600 i SUBJECT Ad - S'/ -00 / 7HE MarittJ+f 6Jcpaa. xev1-o iS rHe>J /2.C /6s %d t2f. / /=se. J'i "bM, mum s &c..y=779o /65 Mhurm ruiz en. of A,vcika /s v.uk Joad R Tp =, &. Oers.svy) $c of cmcree ra-is 3 000 fs c.' h* bgL '> -f 'c h 2 coo p : J
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- k. III ECE ENGINEEraNG SHEET NO.
Y JOGNO,d2Il1 JOB Jd DATE /4/Mb CALC. NO. d'OC/ SUBJECT Sd 'f/ 'Od / C D dW DATE f 'f 8,3,3 hv CT"lL I T'1' RE'lIrd 77//S RoA hw396* H c/LTIAL E 7Miapcs C Sufft>t.T REShoalbs /AI A bucT/LG MArJ^ kit 70 4IVrra nt /end//JG, 6's ?, 5 Kcd $f612 FAT /QUE Fr.zo M K C f. +, A+f f II: 71hr FLocrz AE5PsNSE $AEc7ttA Fet. 77/C 75'-3 " EtrVAY/04 /5 & ud 6 E6 S Y 77/f,S'c3 A04 h4+N(rfd A9r/q tM Bop)b /df SArc 7xcih 'N.267, /, I'/Gu itf 8 - 7, 77M 70A T/ce Acl S A<f,> Zo" todq. %5 77/6 A LLoJ4/3tt j_od,6,%.f is ~2,3 KIP S / 2 Rods = /, /5 K/ps' d //(,, 2 f /6: <//SD /4s TYif SONK 7 hd55r' 7/$ /tcl /fNJffd 5?7/ful Eu h:.'& 7*.w.', fo^ICLUStod 77h S S UPfe LY /S sg;SH1c4a y jff cig 7x r T N bEf/C/C>>7 ArJule4 h e L 7 S // A VE~ f&J /lyidWEfv: IrJ 7h'1.5 EV4L v477o4. l
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~ EQE ENGINEERING SHEET NO. / JOB NO. 42Il7 JOB y Mb DATE /2/24/9( CALC. NO. dOO / S'UBJECT A8 - f/ - @ 2-CH dV DATE 1~0 T 8.sJ /,o XLc cikr u l, s (" m 'Y, R u h u g <. + ia. b //e Picec " 42.i y yi i+ p v ,,c v~,s w r /.d40 3r 'h"= (z(at')liky. 2.t is lp) +(2.(at)}2.fi.+/n/;r) (2ja2:'liff.c'l' l ) s +(z(0z*)ht/S.!Isslp) 'M /2 7, / /bs "B ' = (z(ce)la)(i. + is,ttr) +.s '(2. t is s /p) = 2 t. t it g ' e " 8 '(z.t. is sj v) = i y. c n, z.r s f (z ')(&2.')2.)(. 40) =/c 3 14s "T,- e ' S - t ( (2.*)f:- 2 ",Is.2 j '_ 9i: = 26 JL /f 5 t 2 f sf (L') (2')( c o ) = 6C /b s 5 f / / 4 M., (%)+ io,(%)+ v.iCQ zo,(b)esta) +is.Q%e) '(/, ; 22 G / f s / / NY I fEOA b fg - /2}rl lb / t-n.c'(" ) dz 3/o ib s
ko llT EQE ENGINEERING SHEET NO. E JOB NO. 42lik JOB N DATE /tdoks M-N" @1 CHK'D t/ V DATE ~f CALC. NO. C00/ SUBJECT villS WT Mid 6 tre. - r/ hype &$$e"I "~ ~ tu, i i i i to > ; 981. } 3 g$.1 I ' j i ! ic. i
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t ,, ' (, v>T ,,t.v FlMe.Jr soasi IOCO L w;g.*) 9g 2. r -- u so. c ~ 5 % 5'# i f, ', ., \\. r64 k' i g _ c, ify.v.s. /d.. t. 4 Mo87 thitz o 3,,2 o z_,? _;L Ploco (rv 23 Q= f5 ~ I"O = 4'442c esd Yzsvocps; 2 0 1. 71/r ud(S712vr MCH &yc /$ /((fif ty ovat S ncrSSl'/3 //u 77W bcuckb cons t Trod /
P6. I19, ECE ENGINEERING SHEET NO. 3 3EhDATE /4!4db JOB NO. 42 ll2-JOB CALC. NO. t' 00 f SUBJECT 80 - I / ~OD L CHK MN DATE I'I 'E - W&' 3 / O//h' FYrN Wf /C.c d f c.4-$ / $ s' CCfy: YM c f" r 6 Y twG idnd ts/f ',)JGH6li, W 3/C lb 4 040 /5 4LSo Acc.tfrA&cc' 8y ~ Of todDEt~') J v4 9(MEwT Pera. WC f/o 2 G-E'2/k h!1~ cc,Mtcr/cw $, 'r7W $'z. f /30t 7 S / N SHtY9R- @b pk" S/&L L-Mc d' o'LS. 77/ S Scfi'et2 Y b0CS 40Y MU Nr / o)c dL AEV/LN 1 lHA E' 'r0 7~h" Ov'cfLS 7it C5 St'd P/c.we 7'R Gi r 2 G' M G t1/S O C. e @b /S CCAS 10 d'/f t k & G v7L. t [R., g,3.L '/CQY/ cA L. C AOJ C !7V CNrck. 7?k u,0!5 7Cvr 7Af fc ? c" NtWGvx c,%J 11 t' f '/dt.j,2 7(. /J t/ ' i.v f, 'Til(* fi-M77C /mh. YIII SEC 770N C F /etFs v.cd c c 3 ft/L 7 7 W 3 2 ' l (.- C UtTk. U />A 3Vlc fl: 3y /:v9:": C C 2 i':" i :- I: C 7Nr /6w narra pen ry-is Mencen is /Id > f /, / 2 4 - /.1 2. 3 2, /. t 2 (' t o2.) =, 2. 2 da,a 3 ncuwner e mc i rr c, w - w,s n., i m,rc a ):; Af*M'cyrrM1;zy ffp a zfq f = 33cw(:( or 3cacep e M r.2zG(.3 Goc <>) 4, % colk w /co} g c-ci:s pec+. d /f, 8/3C,. -/sr g 3c m '> 8I % i -h.s 0 j 7 g p,J 7)/g-g 6'ftn C r3c~ cc'JCL.vde1) T?/R 7~ 41 LH!77C ping 6" &300L b fr.nH /,J 71}c UNISivtur l'1th6t>C. vat't. Snsttuc t wh t.q r%b &o a s of Yea rient-scmr Ci9to/< (YY tJc vk 0 cc v&,
Pc. n 9 l EQE ENGINEERING SHEET NO. 4 JOB NO. YMil JOB N DATE M24/4& / CALC. NO. N/ SUEUECT / 4 - T / "' M CH MW DATE ~'~/f C Arc ki v) TUr & c/hadtjr fcat. L c x isc 3/O /6r )F 3. 0 9 /o /s3 I~! cd de[,l-fr Y2 f !~iss, ~ re,,e.<,, _c /b, / : 22.9 o /4 vakesJ MGJP+ c: rue en : 2fpe,G ccaca cvr
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P4.120 EQE ENGINEERIfG SHEET NO. I JOB NO. _/ 2. / / 2, JOB 34D DATE/L/10/44-CALC. NO. 6 &O / SUBJECT Id f/" M CH VW DATE 2-'~f5 1 &c u c v u sio d 7/N $ SapfmY /S H 007M LY2 Gu r to ~7Nt' GVertS Trzc5 sed & e 00 UNIsmv r 772A'e + c~ fitr1CR2 /^J ~7~tk /, O Y b t '
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. I 2, l ECE EPhlNEERING SHEET NO. JOB NO. $ // 2-JOB dd0 DATE /2/3//W CALC. NO. M / SUBJECT 8A-f/-CD3 CHK'D M DATE 8~ '9I ruc anwa wre mn wee is re e.e c ~ w ffN('/hWJff /{ 7 7 10f C.E /C. !*J (,, 77lh C.O M /M (~7(~.T UN'CA T lE .S ut%c764 8 Y 7tm i3is7?ac r un/s'7teur etvuJc 4WWMN75. W #X GW15772 t/1 Cf?&/a) /f717tcs/, Aft'>vy3 tall L /56' (r&/,ei 1; i 'r,'si3iv?ir3usi,af W /Wes'*/'/-K ei7: ws r/ t /Hexi cf red 70 onc,t). 8.5.5 /.0 X N C / M fft u n-77o J 9 f s Y su 77W M /3uic1 SMci43 cdirif //twccfm77/ 8F A'& M %~ t: 7n a A .,L/ks.i Cr w& daemR> :.s/h"J /K afcnon C -l$ V2/u Ar /ci m Jia < + i " U/1/3 7'E U T B '. 04/kE 7Fn' f/tc tJM rJc7 /^' wdez) /w 7%- As-&ic7 c ClT7 CAM. ?M.1%: sj;Cwizrie.0, i?& 7xav pitt witL if //Z G AC.'.1 7R d v P t 1/,G' 5 0 fc. W is A VM /b f.':s l/)77;.., f, T4* : : n ; D'& Gl; '? in'4 % : v.knE. r. N.ir M$, g i if ( !~L ~/ " t ~ : ~) u 1 - CDf, s'/d!f & U <r 7<, % ~/p:: c.~ :.: y ' d.,..,. 7/- taifi y y iv 3 h /J S/Jfif '$$?!\\//L V /-CNJOb Y (SD~'/00fs}.//Jb St#ru 44/m Y sc+?t d 7rens (<2 S'is ). Lenus sw3 m unw n - i f r m v? ~w' '\\/b" yT.W.
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l v4.12.t EQE ENGINEERING i SHEET NO. b JOB NO. MZ/lf-JOB /40 DATE '2/2//98 CALC. NO. 000 I SUBJECT NS-6~/-ed3 C 'D dW DATE ?.5" 2 Sg =/(g = 3 '4 [ .) 2rp:f(z')(2).so/2 =I43.75!s, f.esfin.=? /5/ /65 = k = h '+f
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4 /78 % Ib$ $(- ::- f((c'\\ 2 T*p:1(2',f 50) + 2IU5'7')(!,!"h) / 2('?.T')f? fo"/.k 4-2 (7.T'lt. 4 *j', ' i 10(-7)(,',4 (${s()gc /99.8/33'/.c5(l19.9) 209 8 /Ar =~ Rye /99.6 + co.,4, L s % -In-, M 7l'c M '"'Y h'" "' d I"**
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+ z (3, r ') 2.cr t:}{r) 25.2 iss i + z(s.s')(2 2 in/v).Is.1lc: 70.: n / 2- = 3 8. t (i,%< n s,,, !% / sLe Kr; ) ity = l 99. 6 -/ ? ?. 2 m = 2 ? E is: +,o r(ne ') = z ro it s Q: 38.2." fig ') 2 rp f(2Y SN + MY!A lf $!{ ?? r ,152..I Iss+.or(in.n=J39,7ibs 4 kg,. [S')(ins ()(2){co)4(4.d(t.<s/V}}l7- - 93.914, 4= 0.1 +,os(n.4 = 98.c iss e, - S' x 2.2 1%lct = // ns
l S l b o 'l 2 ~6 ECE ENGINEERNG I SHEET NO. 3 JOB NO, b//7-JOB d/t 0 DATE /2/2/M CALC. NO. boo / SUBJECT N /5 - S~/ - C d 3 CHKD e/6 # DATE 2 4 -f5 e /itt w;t n* W is m v 7 ^5 7))0 v!'! G 'M d 5'M k w k('A4-! L 5 S' ! Y A7 NCHrsz. S K Ic e a h 'r ~ ASS vm e e f q s,, s,. u.. 9,. b)., !A kT l 3 4 r v a II 2SCd 2 09.% 4 s y Ol'0 138,'M \\ A's = 9.M "ll + ll(R + t361-(N +ualW$ + 2e;.a(%3 Ag: 359, s' 16s Re= - 98f(') + [$It + c4, (t39.7) + [3(2sv) t[h209 6 As = 348.6 lbs 5" z t n '. go'i; ,a t a.. S s y l = 6& t 1 6 4 8 w e5/ c g y, e !?d,? * /76,7
- Q=(f}l76,9+!98.7(E)4'sI(Wh-I5~'[Y 4 = 2 2 7. 9 1 6.5 6
d : [d)l79,} M783($)f 15 I W 4 If' c c Nc = MI,G 16 ; cose"~j ,w ruo sem3 S = 3 515 ISS 4 d6 r 3 +B. C-t 22 7.9 = S M.4 /s s f ke 4-3 /. (a /4 5
l 'I24 ECEENC,ME4 W O. Y JOB NO. b.l(L DATE /2/1/h ' / SUBJECT df _57_gg 3 CH D Jtr DATE 7-4 Pf I f[h{ J hhCoh4 I la t%ff'N s [W/Z (,/)) \\
- 7b 'J Y f **"'
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- a. nr ECE ENGINEERING SHEET NO. I JOB NO. _d2Jl~2. JOB jfth DATE /r/2 //4#-
CALC. NO. d-do I SUBJECT M ~ S~/ - 00'4 C D dW DATE ~4~95~ oa s trea r a f f, c s" n Sg= v o y ag< asa ~u ,~n v fr gg' kce ' k k (2 S 5f W h lC.+Ibs{f') f !(G 114s/ P ) P /lec = 4Ks' /b s. c, e,
- 4. g 'g,, as s/.y),
a,9 1g, Ac u,,qc.){e)(2 s'w) + m w iun a,,, n icit, a a-,w <a m , t e, % yo pl,. 7 g, 7;,,y zia,3 m a y A st a.is !f...d c~ 7wr & ce4t'r$ Su st*c~% ) w H Y d ' (55 2,1 ~ 3 6,2.) l.0 5' f 18. co = l '1 Y. 2 A it !?,y 54 7.2 is s z r 9(z ')(. s3 (<.1 s. n <t. s0 i- */ s 7"~ / Kg= e s n, un w n - wu ee m mru s s u.a tyvimteur 70 /Q-tR, MM &tsmvr A Mads 77/r w n,r w r,,n g. t'W
- 209 6 (z).e 4'/ 4, G 4 P
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-QE q ae, ECE ENGINEERING SHEET NO. 6 JOB NO.d2 il'L-JOB B Jfd DATE /k3/,/% CALC. NO. /' -601 SUBJECT M ' f/ ~00 3 CHK dW DATE 2 "9f esusrc v.u cmc e as Two pogunees SirtFtr Manr h EYM blN l [jg t 2 z4 2.W 3G. 7 ~ $1" $3 * ^' dg* h I 3 El [c w, 4 ts ( Y 511'1 1 b, v to # 15C lbs y y y.l l(s kI 4 4sr + i.9(d)t-(% m.1 tu 1%: } 98 lbs N
- b (9.9) + N [s~d 7< 2) 6 Ra = 2n.9
=*" f ,e j 4 - grr 6 Iss Re ks[ygg,j)t faQ b R = 2I.5 I&s c %M cc.na,J i.sg . [g = yyg b g_ 233.3 + Br.G Isr e pgg,3 /6 g Mc = 21.7 hs f
P6, i l F ECE ENGINEERING SHEET NO. M JOB NO. U // 2-JOB .J 40 DATE /2]E/b CALC. NO. 600 / SUBJECT M ' 7/ "OD 3 KD </ # DATE 2 4 ~6 S&M Ad Nd 6M h1 A4 A A M I f M'I''D 0* ysr e 1 gn. a u u $W Y' < ll 3l$.t'h l 1, lil I i l\\l\\!\\lll,il 1,,k ' 32-n wA y,, pk pn* I i i i M h app.,g 9t i ri ,g nti f
- ,.i x M+rittuM /bactla Lcivl-Kg = 969 5lbs y g,g g u y ig
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P6. Itt ECE ENGINEEraNG SHEET NO. 8 JOB NO. II//b JOB M DATE /3/8 //W CALC. NO. dW/ SUBJECT Nd6/~Od3 C DVV DATE 2-6~ J' [ l h :! W d' ks'JlllCrL & C. 7$ - F/M 4eF. (: Pacq = 2.2A 0 l bs u a k a a,0 y s a m e w ie e re.. A.rp =. lo Codcn.tfr swf TH : g,, = + 'c gove>.J'ch2000es; govo $ 'c = 3cco ( A'e-[. G + 7) /R/r * # 4d /R.h ,7f k gc-ipm h'Tf M7= 7 [,prz : 22906C-)[7f) Am e - /0 s o. S' f4 s 0 41STs u r A - @ = 516. 4 151 </030 5 ok U/ 15 7e vT~ 6-G= q$9,5"If a < /650,7 OK 0 /14/it1Jr1 Att w@c 6' f acco J r s.O v ar s tarr sid7$ /f 2< w //s:,,) g,f.74,4 /g,, Ok > r = 9 8 9. T ' /S3 Ok e Mwetet acs srees3 - b ', Ife ik ' -fer /5 ' A'<6 gerp,2) ' 7 ].- hig.- S96A,$ift = 4059 ya E G> = Py, w.rj,,, gqgg p; r iks4w; cov ms-+;=3&wo(c.) - 2iGocps c, 7x ?
E P4,11.9 CQE ENGINEEiaNG SHEET NO. N JOB NO.M2 // 2-JOB l#O DATE/8dib CALC. NO/"/96/ SUBJECT AN - f/' 00 3 C D d# DATE 2-4 f Be>vowfs r>em ea V.vinavr -- +(4 SHC. S i., - L //o = Gr30,4,; - L 5,., =. zet p -f - Roco.wn.wr (Ref.t) T., No.- co HG.1= Ybb Ph 6 ~ A S,. q , to 2. G' = liL = BMM - pa y Pg se , tos k., NI [Sr, > 2 A ft Ge-d..:y ! p : & / o V d LR, hoc
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- ~ L~ q c -
3,C X $ = 3, 0(K-7 6,+) = / ~f29,2Mk 1030, S~ Ns Nf 3 o )rfg = 3.o(9895) = 2968.5'/6s h/o30,5 /As i)f 3 O Y k = 5. o((c M& s) = 202+0 ik -k 3 0 Mtb = 3D(8538, ?) = 2 s~(44 ia -lh
l l P4. I so ECE ENGINEEfaNG SHEET NO. /'O JOB NO. M2-//2 - JOB ltd DATE /N/M#- 2k-ry CALC. NO. O~d0 / SUBJECT Ad " I/ ~ 06 3 C D t/# DATE 1 UL 77/l/ITT Cohk /TY 0F U'JIST'LU Y - j "TtW 5#4cf /~MTM fra 7Wi MtM&rt /.r sk!sur / )2. fef,3 2 = /. /2(%.,) - /.12 ( zo 2,9) =. 22 6 i: > F'y = 77/r 3 3ces R.e dr70 Gn-..,. 3 ev7 f, = 3&cco / 10 &cc L +>catid cc,-v t a n J (A' 't f. 2) 1 W & - 3 C 006 ~/ t' 2 = M B u co( 2 u,) p Op = &l% i -Ibs 1 20246 >$ dbs M 2%IGp. 'l6: h 813G k '!Sr hl46bN $o.j:> crc I C' f 'N'I Yn t 5tt'vY /h CYCEC SY r 2 a fixl O cz': yck pc., ~. Yi., ( ' e., ~c r r i n '. %,m.n ei.n.h c..) - v s. a,.t:.1ata: sa ed hit. 8.3,3 bdCTitiTY C Sc r A - T*% ll Ol37 Pt 7 i s 7 7*! C. > Rti ilA 'J4, l'L
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I $.3.4, ?.ob S M ia F47hf'Jf 77-Ic-Fiecre itcWst skerim h>?- TAE 9C'3 " [Lem 77oJ (tes-F,4, P. ii) /5 Gova4rd /$ 714~ 9 le b /k oe F67Xytr &M'4) b#Wl##U .7 o f 9 /id Kef. I, F cj ver 8-9 i
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- GE PG,lgt ECE ENGINEEfMG SHEET NO.
// JOB NO. Y2./12-JOB JEb DATE /2/tek CALC. NO.C-001 SUBJECT N8-f/-003 C DVV DATE E 4 -M 19:sn iCrF. /, Pig var 8-/z.,1.4,eii c/rsen /S ~2.5 WIf:l2noLS cc ~ /, /C N//'2/ml 77}c M/i t:/M 44 Jond / 3 ff 9 7 i.) s t /. / 5' htf > 96 9. C 4 r 17/f 3vPfortT /3f3SE$ 77W Keb A/& gf MT/qd 6V/h VM7ed. Coid GwStok 77h: E '"e~2r bec i.'er n?n 7vr Awu cpxs Cv? 71h* .5 O Y dc-c t/ccx if>vA /s 77/eerfne e Cur'hifttd AT & G v7z.i ca., /4%4enw of dib3cc 1N^' soddidf M/?y af NecenMP 70 N M O+77 77h5 ocimice. Set o u ru ett ge-s /-m 3 m== I l
ECE ENGINEEraNG l SHEET NO. / 3 2-l
- ogno, 42112
- os JezA DATE 2// /W
/ CALC. NO. C-001._ SUBJECT Raceway Analytical Review CHKD t/ N DATE 34' I 5.0 Summary of Results The results of the analytical review are tabulated below for each support evaluated in the analytical review selections. Results are indicated as " passed" the analytical review or " outlier" if the support did not pass the analytical review. If the support is an outlier, the reasons are provided as well as a recommendation for further action. Selection Review Results Reason, if Outlier Recommendation, if No. (and _ Outlier support i.d.) TB-0.0-001 Passed TB-0.0-002 Outlier Anchor Bolts fail Modify supports. TB-0.0-009 lateral load check. (Unique in plant). TB-3.5-001 support F Passed support C Passed TB-36-001 Passed TB-36-002 Outlier Unistrut overstressed Further evaluation as TB-36-002 in 1 X DL. Anchors an outlier. fail 3 X DL. RB-NE-001 Passed RB-23-001 Section AA Passed Section BB Passed RB-23-002 Outlier Suspended section: Further evaluation as RB-23-005 Anchors fail 1 X and 3 an outlier. X DL. Rods fail May require fatigue evalaution. modification. Wall mounted section: (Support is unique in Unistrut members fail plant). 1 X DL and lateral load checks.
i. ECE ENGNEEmNG SHEET NO. /33 M146 DATE 2// Y JOB NO. 42112
- os CALC. NO. C-001 SUBJECT Raceway Analytical Review Cdnt/d DATE 2*I'95" Selection Review Results Reason, if Outlier Rec nnmmendation, if No. (and Outlier support i.d.)
RB-23-003 Outlier Unistrut overstressed Further evaluation RB-23-006 in 1 X,3X DL and required. lateral load check. May require Anchors fail 3 X DL. modification. (Support unique in plant). RB-23-004 Outlier Unistrut nuts and Outlier has been RB-23-007 anchors fail 1 X and resolved in this 3 X DL. calculation as the support passes the lateral load check. RB-23-005 Support A Outlier Anchors fail 3 X DL. Outlier has been RB-23-004 resolved in this calculation as the support passes the lateral load check. Support B Passed Support C Passed Suppon D Outlier Anchors fail 3 X DL. Further evaluation as RB-23-008 an outlier. RB-MG-001 Passed RB 51-001 Passed RB-51-002 Outlier Unistrut trapeze Further evaluation as RB-51-002 overstressed at 1 X DL an outlier or modify and 3 X DL. support. (Unique in plant). RB-51-003 Outlier Unistrut overstressed Funher evaluation as RB-51-003 at 1 X and 3 X DL. an outlier. Anchors fail 3 X DL.
ECE ENGINEERING SHEET NO. /34 MM DATE -. Ebb JOB NO. 42112 aos CALC. NO. C-001 SUBJECT Raceway Analytical Review CdD W DATE 2M -9I 1 6.0 Conclusions 11 suppons or support systems have passed the analytical review. Nine supports did not pass the analytical review and are classified as outliers. Of the nine, two have been resolved in this calculation and found to be seismically adequate, and three are recommended for further evaluation as outliers with a high level of confidence they may be found acceptable. One of the outliers has been recornmended for modification and three supports may require modification I after further evaluation as outliers (Iow confidence that the outlie's can be resolved through the r evaluation). The 11 supports that passed the analytipal review and the two resolved outliers are representative of the vast majority of raceway supports at Oyster Creek. The three outliers recommended for further evaluation are either representative of the worst cases in the plant or are unique. The four recommended for modification or with indications that modification may be required are unique in the plant. The limited analytical review has shown that the vast majority of raceway supports in the Oyster Creek Plant are at least as rugged as those raceway support systems that performed well in past earthquakes or seismic testing. Further evaluation of the recommended outliers will add additional confidence that the existing raceway systems at Oyster Creek are seismically adequate.
..=. EQE ENGNEERING SHEET NO. / !N JOB NO..M/b JOB ga n,6 DATE /boNT my CALC, NO. A-0D / SUBJLCT d YfT&Y7. d/P_#& X Af(d C D t/M DATE 's "ff AWAC//MCh1T k SALY77c4c ksvioJ b 47M Sh'6 e i 5 A um. y em h d
f2//2. -C -t>o / Z/M MTMH, A ANALYTICAL REVIEW DATA SHEET Sheet' I of I Room No.: TB COMDCNSE SA-Y (co4*. Asca) Selection No.: T S -o"-l
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- 5. Technical bases and references current, correctly selected, and incorporated.
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- 6. Technrcalinput properly selected and adequately identified. Any specific input to
[ be excluded are adequately identified. 5
- 7. Applicable codes, standards and regulatory requirements identified and properly used.
- 8. Analytical steps can be verified without recourse to originator.
- 9. Each page of the work identified and trace-able to originator, date and job or equivalent
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- 10. All markings legible and identifiable.
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- 11. Work clearly references any final supporting computer runs.
- 12. Final computer runs include input listing and output.
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- 16. Revisions are clearly documented.
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- 1. Originator followed defined procedures.
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- 3. Work method clearly stated and appropriate.
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- 5. Technical bases and references current, correctly selected, and incorporated.
- 6. Technicalinput properly selected and adequately identified. Ar.y specific input to
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- 7. Applicable codes, standards and regulatory
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- 8. Analytical steps can be verified without recourse to originator.
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- 11. Work clearly references any final supporting computer runs.
- 12. Final computer runs include input listing and output.
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- 13. Final computer runs contain unique number identifier.
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- 16. Revisions are clearly documented.
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- 19. Computer program version identified.
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