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* 1.15 8,848 | * 1.15 8,848 | ||
* 1.15 10,175 pounds 1CS-746 Page No: 10 | * 1.15 10,175 pounds 1CS-746 Page No: 10 | ||
Prepared By: Calc. ID: *CS-0021 Checked By: Revisian: 2 4 ' ' Minimum Allowed Dia astic Thrust Continued MINIMUM OPENING DIAGNOSTIC THRUST = REQUIRED THRUST | |||
* 1.20 1,500 | * 1.20 1,500 | ||
* 1.20 1,800 pounds 4.i Recommended Minimum Tor e Switch Settin s The input torque (actuator torque) required to produce the thrust values calculated in section 4.3, may be calculated using the following equation (reference 2.1). | * 1.20 1,800 pounds 4.i Recommended Minimum Tor e Switch Settin s The input torque (actuator torque) required to produce the thrust values calculated in section 4.3, may be calculated using the following equation (reference 2.1). | ||
| Line 291: | Line 292: | ||
Time in Seconds 55.488 'Il'-m'll ox 1CS-752, Thrust At Torque Switch Trip | Time in Seconds 55.488 'Il'-m'll ox 1CS-752, Thrust At Torque Switch Trip | ||
Attachment G Calc. No. 'CS~1 Revision 2 E DES>~ ~ER3:mumm RzcoR | Attachment G Calc. No. 'CS~1 Revision 2 E DES>~ ~ER3:mumm RzcoR)) Valve No. 1CS-746 Page 1 of 2 I~~f~ to Verification PcrscÃ%%tl Plant Project 4 g( ] Seismic 4 (Class A) | ||
(Class B) | (Class B) | ||
Fflc No. Level ( ] FP 4 (Class 0) | Fflc No. Level ( ] FP 4 (Class 0) | ||
| Line 332: | Line 333: | ||
0CI a: | 0CI a: | ||
f) iz&vfQV5 Wl&7. ggPW~ C% H-~C4j g&/ $ 0-M3 CLc" LOCATION PLAN REFERENCE DOCUMENTS PROI'ESSIONAL ENCIIIEER PIPE DWG '2I MECH. DWG. | f) iz&vfQV5 Wl&7. ggPW~ C% H-~C4j g&/ $ 0-M3 CLc" LOCATION PLAN REFERENCE DOCUMENTS PROI'ESSIONAL ENCIIIEER PIPE DWG '2I MECH. DWG. | ||
Cr | Cr | ||
- ~ gE,V, M FI.:fY l2ELhTEU &&ISHIC STRESS CALC. - I ~ CAROLINA POWER 8c LIGHT COM ANY SuPPORT CANC. r NUCLEAR ENGINEERING DEPARTMENT l PLANT: HARRIS NUCLEAR PROJECT - UIIIT I SCALE l l I "'"E: C'4&Iv(ICOSI k~dM& CO~MI Io g.fg g&lISQIr I%6M I lZQ~Og. AUXILI~54~. &..2 2&- | - ~ gE,V, M FI.:fY l2ELhTEU &&ISHIC STRESS CALC. - I ~ CAROLINA POWER 8c LIGHT COM ANY SuPPORT CANC. r NUCLEAR ENGINEERING DEPARTMENT l PLANT: HARRIS NUCLEAR PROJECT - UIIIT I SCALE l l I "'"E: C'4&Iv(ICOSI k~dM& CO~MI Io g.fg g&lISQIr I%6M I lZQ~Og. AUXILI~54~. &..2 2&- | ||
| Line 406: | Line 406: | ||
Pg. of Rev. | Pg. of Rev. | ||
CALCULATION SHEET Tar /PID No.: File: | CALCULATION SHEET Tar /PID No.: File: | ||
Project Title: | Project | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prelim. Q Final ~ Void Q PuRpo <E 7o Prov'/kE''4'ArcffoR s ppdg7 | Status: Prelim. Q Final ~ Void Q PuRpo <E 7o Prov'/kE''4'ArcffoR s ppdg7 | ||
-784/~Z~ ~i~ -.//~~A oA Pe~~r ~us<. )34'+- og<8+Z. | -784/~Z~ ~i~ -.//~~A oA Pe~~r ~us<. )34'+- og<8+Z. | ||
| Line 462: | Line 466: | ||
Pg. | Pg. | ||
CALCULATION SHEET Tar /PID No,: File: | CALCULATION SHEET Tar /PID No,: File: | ||
Pro)ect Title: | Pro)ect | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prelim. Q Final $ f Void | Status: Prelim. Q Final $ f Void | ||
~odE U i I | ~odE U i I | ||
| Line 482: | Line 490: | ||
CAROLINA POWER 6 LIGHT CO~~ C-CS- h'- ++o2 Checked bv: Date: Pg. of Rev. | CAROLINA POWER 6 LIGHT CO~~ C-CS- h'- ++o2 Checked bv: Date: Pg. of Rev. | ||
CALCULATION SHEET Tar /PID No.: File: | CALCULATION SHEET Tar /PID No.: File: | ||
Pro)ect Title: | Pro)ect | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prelim. Q Final Q Void TYPE'-z F-6 | Status: Prelim. Q Final Q Void TYPE'-z F-6 | ||
~a. W 8"x/" | ~a. W 8"x/" | ||
| Line 491: | Line 503: | ||
HP. g (4ooo Psi comas>> ) | HP. g (4ooo Psi comas>> ) | ||
AC!O<AEK CO~b~ 7puu AEooh/ ET'o'47+/oo'pEF. 3 ) | AC!O<AEK CO~b~ 7puu AEooh/ ET'o'47+/oo'pEF. 3 ) | ||
/ Z.S" | / Z.S" 5 " p~c/n/4 RE'gc/c7/0% | ||
5 " p~c/n/4 RE'gc/c7/0% | |||
n pe~sr. erne RCZI<7>>4> | n pe~sr. erne RCZI<7>>4> | ||
z3.3- /8.og (Z.5" 7o PEVO7: WOE'okuOVIO<i ) | z3.3- /8.og (Z.5" 7o PEVO7: WOE'okuOVIO<i ) | ||
| Line 506: | Line 516: | ||
CAROLINA POWER 6 LIGHT CP~~ C'-cs-+ ~g Pg. of Rev. | CAROLINA POWER 6 LIGHT CP~~ C'-cs-+ ~g Pg. of Rev. | ||
CALCULATION SHEET Tar/PID No.: File: | CALCULATION SHEET Tar/PID No.: File: | ||
Project Title: | Project | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prelim. Q Final Void Q | Status: Prelim. Q Final Void Q | ||
>~/Pc ~T~E -~ = ZWZc Ps] c'. r5 HE'r.. rP 77a<g. g Zca5 C~ | >~/Pc ~T~E -~ = ZWZc Ps] c'. r5 HE'r.. rP 77a<g. g Zca5 C~ | ||
| Line 517: | Line 531: | ||
ger'g j'd CA'ZC (- C5- +- 4+> ~PP Q7, CAC.C~ FOg. C. -+- <Wd HZE Cdnr~ER y. F~R C c-i:-- +~~= | ger'g j'd CA'ZC (- C5- +- 4+> ~PP Q7, CAC.C~ FOg. C. -+- <Wd HZE Cdnr~ER y. F~R C c-i:-- +~~= | ||
CALCU )dr./ SJrgdF 7 /5 HCC+$ 739$ + | CALCU )dr./ SJrgdF 7 /5 HCC+$ 739$ + | ||
JOB NO. | |||
CALC NO. | CALC NO. | ||
PREPARED BY 4-CS'- ff-4+0~ | PREPARED BY 4-CS'- ff-4+0~ | ||
NE035/11 1 ~ 1 1 ~ 1 ~ 1 1 ~ 1 1 1 1 ~ 1 ~ 1 ~ 1 1 ~ ~ ~ ~ ~ 1 PROJECT DATE SNT NO. | NE035/11 1 ~ 1 1 ~ 1 ~ 1 1 ~ 1 1 1 1 ~ 1 ~ 1 ~ 1 1 ~ ~ ~ ~ ~ 1 PROJECT DATE SNT NO. | ||
CHECKED BY DATE | CHECKED BY DATE 92.09.25 | ||
~ 1 1 1 ~ 1 1 DATE PAGE t1 1 | ~ 1 1 1 ~ 1 1 DATE PAGE t1 1 | ||
1 CALC FID'TtACHMENT" OF | 1 CALC FID'TtACHMENT" OF | ||
| Line 531: | Line 545: | ||
* IN CASE OF PROBLEHS MITH NE035, CONTACT THE | * IN CASE OF PROBLEHS MITH NE035, CONTACT THE | ||
~ BASEPLATE USER REPRESENTATIVES LOCATION EXTENSION 1 | ~ BASEPLATE USER REPRESENTATIVES LOCATION EXTENSION 1 | ||
~ 11 ~ ~ ~ ~ 11 ~ 1 ~ 11 ~ ~ *~ 1 ~ ~ 1 ~ 1*1 ~ ~ ~ 1111 1 1 1 ~ 1 1 ~ 1 1 ~ 1 ~ ~ ~ 1 ~ 1 ~ ~ 1 1 1 1 1 1 ~ 1 1 1 ~ ~ 1 ~ | ~ 11 ~ ~ ~ ~ 11 ~ 1 ~ 11 ~ ~ *~ 1 ~ ~ 1 ~ 1*1 ~ ~ ~ 1111 1 1 1 ~ 1 1 ~ 1 1 ~ 1 ~ ~ ~ 1 ~ 1 ~ ~ 1 1 1 1 1 1 ~ 1 1 1 ~ ~ 1 ~ | ||
COPYRIGHT 1984,1987 BECHTEL POMER CORP. ALL RIGHTS RESERVED. | COPYRIGHT 1984,1987 BECHTEL POMER CORP. ALL RIGHTS RESERVED. | ||
| Line 589: | Line 602: | ||
NE 035/11 DATE 92-09-25 PAGE 4 ttttttttttttttttttttttttttttttttttttttlttttttttttttttttttttttttttttttttttttttt FlLENANEtHNPBP24 TTPE F-2 ENBED PLATE (8X1) CASE 1 CS H.4403 ttttttttttttttttttttttttt1tttttttt1tttttttttt11tttttt1*ttt11tttttttttttt11ttttttttttt 1NPUT PARANETERS PLATE THlCKNESS ...... .. ~ 1.000 PLATE X DlllENSlON ~~ ~ ~ ~~ ~ 8.000 Y-DlNENSlON .. 30.000 NODULUS OF ELASTlClTY .290E+08 | NE 035/11 DATE 92-09-25 PAGE 4 ttttttttttttttttttttttttttttttttttttttlttttttttttttttttttttttttttttttttttttttt FlLENANEtHNPBP24 TTPE F-2 ENBED PLATE (8X1) CASE 1 CS H.4403 ttttttttttttttttttttttttt1tttttttt1tttttttttt11tttttt1*ttt11tttttttttttt11ttttttttttt 1NPUT PARANETERS PLATE THlCKNESS ...... .. ~ 1.000 PLATE X DlllENSlON ~~ ~ ~ ~~ ~ 8.000 Y-DlNENSlON .. 30.000 NODULUS OF ELASTlClTY .290E+08 | ||
~ ~ | ~ ~ | ||
CONCRETE NODULUS .. .360E+07 CONC. C(WP. STRENGTH ~ ~ ~ ~ 4000.0 BOLT LOCATlONS BOLT l J NODE X.COORD. Y.COORD. | CONCRETE NODULUS .. .360E+07 CONC. C(WP. STRENGTH ~ ~ ~ ~ 4000.0 BOLT LOCATlONS BOLT l J NODE X.COORD. Y.COORD. | ||
| Line 694: | Line 706: | ||
~ tttttttttttttttttttttttttt*ttttttttttttttttt END POSTPROCESS I NG ttttttttttttttttttttttttttttttttttttttttttttt | ~ tttttttttttttttttttttttttt*ttttttttttttttttt END POSTPROCESS I NG ttttttttttttttttttttttttttttttttttttttttttttt | ||
NE035/11 PATE 9P 09 P5 CALC ID PAGE 1 ATTACHMENT | NE035/11 PATE 9P 09 P5 CALC ID PAGE 1 ATTACHMENT PROJECT t IIIII~ IIIII~ IIIt ~ IIIIt IIIIIIII AAE gF | ||
PROJECT t IIIII~ IIIII~ IIIt ~ IIIIt IIIIIIII AAE gF | |||
/S' JOB NO. | /S' JOB NO. | ||
CALC NO. C-C H- ++DZ SHT NO. | CALC NO. C-C H- ++DZ SHT NO. | ||
PREPARED BY DATE CHECKED BY DATE | |||
~ II~ ~ t t I*I*IIIIIIIIIIII~ III~ IIII~ ~ | ~ II~ ~ t t I*I*IIIIIIIIIIII~ III~ IIII~ ~ | ||
EEEEEEEEE 0000000 33333333 55555555 EE E 00 00 33 55 EE 00 00 33 55 EEEE 00 00 3333333 55555555 EE 00 00 33 55 EE E 00 00 33 55 EEEEEEEEE 0000000 33333333 55555555 VERS I ON LEASED AUGUST 1989 USER NANUAL VERS ION 8 THEORET ICAL NANUAL VERSION: 8 VER IF ICATION NANUAL VERSION: 10 IIII~ I*I*~ IIIII*IIIIIII I IN CASE OF PROBLENS NITH NE035, COHTACT THE | EEEEEEEEE 0000000 33333333 55555555 EE E 00 00 33 55 EE 00 00 33 55 EEEE 00 00 3333333 55555555 EE 00 00 33 55 EE E 00 00 33 55 EEEEEEEEE 0000000 33333333 55555555 VERS I ON LEASED AUGUST 1989 USER NANUAL VERS ION 8 THEORET ICAL NANUAL VERSION: 8 VER IF ICATION NANUAL VERSION: 10 IIII~ I*I*~ IIIII*IIIIIII I IN CASE OF PROBLENS NITH NE035, COHTACT THE | ||
* BASEPLATE USER REPRESENTATIVES: | * BASEPLATE USER REPRESENTATIVES: | ||
NANE LOCATIOH EXTENSION I | NANE LOCATIOH EXTENSION I I | ||
I>> ~ IIIIIt I*I~ II~ IIt IIIII*III IIIIIIII~ IIII~ *II**IIIIIIII~ IIII COPYRIGHT 1984,1987 BECHTEL POMER CORP. ALL RIGHTS RESERVED. | |||
111111*1 *I ~ 111 ~ ~ 111 ~ I I t**1*111111111 ~ 11 | 111111*1 *I ~ 111 ~ ~ 111 ~ I I t**1*111111111 ~ 11 | ||
| Line 754: | Line 761: | ||
HE035/11 DATE 92-09-25 PAGE 6 1111t**ttttttttttttt'tt't'tt' 't'tt' | HE035/11 DATE 92-09-25 PAGE 6 1111t**ttttttttttttt'tt't'tt' 't'tt' | ||
'tttttttt*ttttttttttttt*tttt'ttttttt*ttttttttttt 1 | 'tttttttt*ttttttttttttt*tttt'ttttttt*ttttttttttt 1 | ||
FILENAME=NMPBP25 TYPE F-2 EMBED PLATE (BXI) CASE 2 CS H-4403 * | FILENAME=NMPBP25 TYPE F-2 EMBED PLATE (BXI) CASE 2 CS H-4403 * | ||
| Line 776: | Line 782: | ||
NE035/11 DATE 92-09 25 PAGE 10 R PLOT PI.AH VIEM OF THE BASEPLATE, MHERE ANIS (CONSTANT J LINES) ARE HORIZONTAL~ AND THE T ANIS (CONSTANT I LINES) ARE VERTICAL~ | NE035/11 DATE 92-09 25 PAGE 10 R PLOT PI.AH VIEM OF THE BASEPLATE, MHERE ANIS (CONSTANT J LINES) ARE HORIZONTAL~ AND THE T ANIS (CONSTANT I LINES) ARE VERTICAL~ | ||
NJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJH I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 8 I B I NJJJJJJJJJJJBBBJJJJJJJJJJJJJJJJJJHJJJJJJJJJJJJJJJJJJJJJJJJJJJBBBJJJJJJJJJJJJH I 8 I I I I I I I I I- I I I I I I I I I I | NJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJH I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 8 I B I NJJJJJJJJJJJBBBJJJJJJJJJJJJJJJJJJHJJJJJJJJJJJJJJJJJJJJJJJJJJJBBBJJJJJJJJJJJJH I 8 I I I I I I I I I- I I I I I I I I I I | ||
HJJJ JJJJJJJJJJJJJH I A I A I A I A I A I A I A I A A | HJJJ JJJJJJJJJJJJJH I A I A I A I A I A I A I A I A A | ||
| Line 803: | Line 808: | ||
13 594. | 13 594. | ||
-319, | -319, | ||
-391 | -391 | ||
.396. | .396. | ||
| Line 910: | Line 914: | ||
$,~9/I AIJQO AR Rk~i %~Idea. ~t Ft aW REV'A E I DESCRiPTION IDiNNIDSNtCHQ DV IDPEIDPPE O~~ ~As 2C -I-CS-H-4@X REV504ll SHT'= I 5' IIOO S<ETCH NO StC-&Od I-C - IMI 5HT I OF | $,~9/I AIJQO AR Rk~i %~Idea. ~t Ft aW REV'A E I DESCRiPTION IDiNNIDSNtCHQ DV IDPEIDPPE O~~ ~As 2C -I-CS-H-4@X REV504ll SHT'= I 5' IIOO S<ETCH NO StC-&Od I-C - IMI 5HT I OF | ||
3 4943 88 ~I PIPS (ax-.) ( t'S Me. g | 3 4943 88 ~I PIPS (ax-.) ( t'S Me. g I | ||
MOI2.T''4 5f/GHAQ&IIJ&PUDP5 XIIII I LDW RSClaC. | |||
~ 4 | ~ 4 | ||
~ | ~ | ||
| Line 942: | Line 945: | ||
Mod Number CR 454 7 FR Number JA Calculation Affected <-~S- h'- ~OCn Drawing Affected ~> +-~>d Reason for Change: | Mod Number CR 454 7 FR Number JA Calculation Affected <-~S- h'- ~OCn Drawing Affected ~> +-~>d Reason for Change: | ||
>U+Pd+7 ~FX4~E8 7-~ SrW+Zn/ PEur " S< CZamruZ Un78 Wfn// Fdd~ PM/RC ~ 4'~HA'IA'EA | >U+Pd+7 ~FX4~E8 7-~ SrW+Zn/ PEur " S< CZamruZ Un78 Wfn// Fdd~ PM/RC ~ 4'~HA'IA'EA Justification for Change Approval: | ||
Justification for Change Approval: | |||
Minor Change (i.e., editor:al, reference dimension, etc.). Supplementary Calculations are not attached. | Minor Change (i.e., editor:al, reference dimension, etc.). Supplementary Calculations are not attached. | ||
Other (provide basis, attach supplementary calculations) | Other (provide basis, attach supplementary calculations) | ||
| Line 966: | Line 967: | ||
-Z5-gZ- CAROLINA POSER 6 LIGHT COMPANY C-cs-8 -Wo4 Date: Rev. | -Z5-gZ- CAROLINA POSER 6 LIGHT COMPANY C-cs-8 -Wo4 Date: Rev. | ||
9-z S .9z. Pg. I CALCULATION SHEET Ter /PID No.: File: | 9-z S .9z. Pg. I CALCULATION SHEET Ter /PID No.: File: | ||
Pro)ect Title: | Pro)ect | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prelim. Q Final ~ Void PuRPoSE'0 PRD V/c?)E'A'n/CHOR 5" U/ j'OR 7 2)8S/4/U A 7 7rPCP'2'D 7o H 5'7+9/AE4 85'8ocuN W'&N 7 3W4'. /3 4 + - o P4 8++ | Status: Prelim. Q Final ~ Void PuRPoSE'0 PRD V/c?)E'A'n/CHOR 5" U/ j'OR 7 2)8S/4/U A 7 7rPCP'2'D 7o H 5'7+9/AE4 85'8ocuN W'&N 7 3W4'. /3 4 + - o P4 8++ | ||
adh. SE. A'0 XK- dS+/- P -ZOoZ . 7A'/S A/t/c//oR Z>CS/4'nl dude R&O8ST88 gP'/g + 6'C - /$ 9 8/5C AS/ Oh! | adh. SE. A'0 XK- dS+/- P -ZOoZ . 7A'/S A/t/c//oR Z>CS/4'nl dude R&O8ST88 gP'/g + 6'C - /$ 9 8/5C AS/ Oh! | ||
| Line 1,017: | Line 1,022: | ||
9-2s -9~ Pg. of Rev. | 9-2s -9~ Pg. of Rev. | ||
CALCULATION SHEET Tar I PID No.: File: | CALCULATION SHEET Tar I PID No.: File: | ||
Px'o)ect | Px'o)ect | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prelim. Q Final Uoid Q s'7Ru3g ~ogpu 2Z.4 | Status: Prelim. Q Final Uoid Q s'7Ru3g ~ogpu 2Z.4 | ||
'ogg. | 'ogg. | ||
| Line 1,042: | Line 1,051: | ||
~ Pg. | ~ Pg. | ||
CALCULATION SHEET Tar/PID No.: File: | CALCULATION SHEET Tar/PID No.: File: | ||
Pro)ect Title: | Pro)ect | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prel3m. Q Final ~ Void Q m~~e-~7r.< Cw~. | Status: Prel3m. Q Final ~ Void Q m~~e-~7r.< Cw~. | ||
J7. 5 oo8" If | J7. 5 oo8" If Qy =, 0/+" | ||
Qy =, 0/+" | |||
. 8// ( Y/@ | . 8// ( Y/@ | ||
75 4xp X ~8 C+zoo Sy = ~ CeO /SI | 75 4xp X ~8 C+zoo Sy = ~ CeO /SI | ||
| Line 1,074: | Line 1,085: | ||
pg. of Rev. | pg. of Rev. | ||
CALCULATION SHEET Tat /PI& nO.: File: | CALCULATION SHEET Tat /PI& nO.: File: | ||
Pro)ect Title: | Pro)ect | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prelim. Q Final Void Q CoAsERg w/qg. Ao/m~c, spazzy~ B J7; p = 7g~y Ps/' AS'2Q gs/ | Status: Prelim. Q Final Void Q CoAsERg w/qg. Ao/m~c, spazzy~ B J7; p = 7g~y Ps/' AS'2Q gs/ | ||
(/lo//'+ +A") ' | (/lo//'+ +A") ' | ||
| Line 1,107: | Line 1,122: | ||
~ Pg. of Rev. | ~ Pg. of Rev. | ||
CALCULATION SHEET Tar /PID No.: File: | CALCULATION SHEET Tar /PID No.: File: | ||
Project Title: | Project | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prelim. Q Final Void Q wELh + PIPE ro Pw~ | Status: Prelim. Q Final Void Q wELh + PIPE ro Pw~ | ||
Jr. 3 zoW2s: | Jr. 3 zoW2s: | ||
| Line 1,126: | Line 1,145: | ||
: e. ~s'9z. Pg. of Rev. | : e. ~s'9z. Pg. of Rev. | ||
CALCULATION SHEET Tar /PID No.: File: | CALCULATION SHEET Tar /PID No.: File: | ||
Pro)ect Title: | Pro)ect | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Preliin. Q Final ~ Void Q | Status: Preliin. Q Final ~ Void Q | ||
~Ur~QQ Km$ . 4 cbecK, | ~Ur~QQ Km$ . 4 cbecK, | ||
| Line 1,215: | Line 1,238: | ||
KE035/11 DATE 92-09-25 PAGE 1 1 ~ ~ t 0 ~ ~ ~ 0 ~ ~ 1 0 t0~ 0 ~ 0 0 ~ 1 ** 1 0 ~ ~ ~ 1 ~ 1 ~ 0 1 ~ | KE035/11 DATE 92-09-25 PAGE 1 1 ~ ~ t 0 ~ ~ ~ 0 ~ ~ 1 0 t0~ 0 ~ 0 0 ~ 1 ** 1 0 ~ ~ ~ 1 ~ 1 ~ 0 1 ~ | ||
PROJECT | PROJECT JOB NO. ATTACHMENT | ||
JOB NO. ATTACHMENT | |||
* CALC NO. + +4 8 ++~+ SHT NO. @lif I OF PREPARED BY DATE CHECKED BY DATE | * CALC NO. + +4 8 ++~+ SHT NO. @lif I OF PREPARED BY DATE CHECKED BY DATE | ||
~ ~ *01 ~ ~ **00 ~ 0*101101 ~ tt ~ ~ ~ 00 ~ 000 ~ 1000 ~ 0 ~ | ~ ~ *01 ~ ~ **00 ~ 0*101101 ~ tt ~ ~ ~ 00 ~ 000 ~ 1000 ~ 0 ~ | ||
EEEEEEEEE 0000000 33333333 55555555 EE E 00 00 33 55 EE 00 00 33 55 EEEE 00 00 3333333 55555555 EE 00 00 33 55 EE E 00 00 33 55 EEEEEEEEE 0000000 33333333 55555555 VERSION LEASED AUGUST 1989 SER HANUAL VERSION 8 THEORET ICAL HANUAL VERSION: 8 VER IF I CAT ION HANUAL VERSION: 10 0 ~ 0 1 0 1 t0 ~ 1**111*10**11*0001*1**1 1 IH CASE OF PROBLEHS IIITH KE035, CONTACT THE 1 BASEPLATE USER REPRESENTATIVES: | EEEEEEEEE 0000000 33333333 55555555 EE E 00 00 33 55 EE 00 00 33 55 EEEE 00 00 3333333 55555555 EE 00 00 33 55 EE E 00 00 33 55 EEEEEEEEE 0000000 33333333 55555555 VERSION LEASED AUGUST 1989 SER HANUAL VERSION 8 THEORET ICAL HANUAL VERSION: 8 VER IF I CAT ION HANUAL VERSION: 10 0 ~ 0 1 0 1 t0 ~ 1**111*10**11*0001*1**1 1 IH CASE OF PROBLEHS IIITH KE035, CONTACT THE 1 BASEPLATE USER REPRESENTATIVES: | ||
HAKE LOCATIOH EXTENSION 0 AHN ARBOR EPD(AAAO) | HAKE LOCATIOH EXTENSION 0 AHN ARBOR EPD(AAAO) | ||
* GAITHERSBURG EPD 8-4084 HOUSTON HO 5-4215 t NORIIALK IIPO | * GAITHERSBURG EPD 8-4084 HOUSTON HO 5-4215 t NORIIALK IIPO SAN FRANCISCO NPD(SFAO) 8 4362 0 | ||
SAN FRANCISCO NPD(SFAO) 8 4362 0 | |||
~ 0001100 ~ 10 ~ 0000 ~ ~ ~ 010000110 0 PROGRAH SPONSOR SF 45/4 8.7706 0 TECHNICAL SPECIALIST- SF 45/4 8-2265 1 1 0 0 ~ 0 | ~ 0001100 ~ 10 ~ 0000 ~ ~ ~ 010000110 0 PROGRAH SPONSOR SF 45/4 8.7706 0 TECHNICAL SPECIALIST- SF 45/4 8-2265 1 1 0 0 ~ 0 | ||
* 0 t 0 ~ *** 0 ~ 0 0 t~01 *0 1 **1 1 1 1 1 COPYRIGHT 1984,1987 BECHTEL POIIER CORP. ALL RIGHTS RESERVED. | * 0 t 0 ~ *** 0 ~ 0 0 t~01 *0 1 **1 1 1 1 1 COPYRIGHT 1984,1987 BECHTEL POIIER CORP. ALL RIGHTS RESERVED. | ||
| Line 1,279: | Line 1,298: | ||
NE035/11 DATE 92.09-25 PACE 4 tttttttttttttttttttttttt**tt*tttttttt*tttt*ttttttttt*ttt***ttt*t*tttt*ftttf*ft FlLEHAHEtHNPBP26 TYPE F-2 ENBED PLATE (BX1) CS.H.4406 1 F 11*11*11ttttttttt1tttttt1t1tt*tttttt1tttttttt1ttttt1tttttttttttttttttttttttttttttttt lNPUT PARANETERS PLATE THlCKNESS PLATE X DlHEHSION | NE035/11 DATE 92.09-25 PACE 4 tttttttttttttttttttttttt**tt*tttttttt*tttt*ttttttttt*ttt***ttt*t*tttt*ftttf*ft FlLEHAHEtHNPBP26 TYPE F-2 ENBED PLATE (BX1) CS.H.4406 1 F 11*11*11ttttttttt1tttttt1t1tt*tttttt1tttttttt1ttttt1tttttttttttttttttttttttttttttttt lNPUT PARANETERS PLATE THlCKNESS PLATE X DlHEHSION | ||
~ | ~ | ||
1.000 18.000 Y DlNENSlOH ~ .~~~~~ 8.000 NODULUS OF ELASTlClTY ... .290E+08 CONCRETE NODULUS .~ ...... .360E+07 CONC. COKP. STRENGTH . 4000.0 BOLT LOCAT lONS BOLT l J NODE X-COORD. Y.COORD. | 1.000 18.000 Y DlNENSlOH ~ .~~~~~ 8.000 NODULUS OF ELASTlClTY ... .290E+08 CONCRETE NODULUS .~ ...... .360E+07 CONC. COKP. STRENGTH . 4000.0 BOLT LOCAT lONS BOLT l J NODE X-COORD. Y.COORD. | ||
| Line 1,293: | Line 1,311: | ||
~ ttttt1ttt1tttttttttttttttttttttttttttttttttttttt1t1ttttttttttttttttttttt1ttttttttttt NON STANDARD ATTACHMENT DATA ATTACKHENT NINBER 1 SEGMENT HlllBER .. ~ ~ ~ ~ ~ ~ ~ | ~ ttttt1ttt1tttttttttttttttttttttttttttttttttttttt1t1ttttttttttttttttttttt1ttttttttttt NON STANDARD ATTACHMENT DATA ATTACKHENT NINBER 1 SEGMENT HlllBER .. ~ ~ ~ ~ ~ ~ ~ | ||
TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 3.000 ORIENTATION ANGLE . " o" 180.0 THICKHESS e ~ ~ ~ ~ ~ ~ ~ o ~ o ~ ~ ~ 0.000 SEGMENT NUMBER TYPE | TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 3.000 ORIENTATION ANGLE . " o" 180.0 THICKHESS e ~ ~ ~ ~ ~ ~ ~ o ~ o ~ ~ ~ 0.000 SEGMENT NUMBER TYPE | ||
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ | ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ | ||
2 IST HEIGHT . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ... 0.000 DISTAHCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2.500 ORIENTATION ANGLE ~ " ... 90.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGMENT HISSER " .o 3 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 0 I STANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .500 ORIENTATION ANGLE ~ ~ 90.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGMENT NUMBER TYPE | 2 IST HEIGHT . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ... 0.000 DISTAHCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2.500 ORIENTATION ANGLE ~ " ... 90.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGMENT HISSER " .o 3 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 0 I STANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .500 ORIENTATION ANGLE ~ ~ 90.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGMENT NUMBER TYPE | ||
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 6.000 ORIENTATIOH ANGLE ... ~ 0.0 THICKNESS ~~ ~ ~~ ~ ~ ~ ~ ~~ ~ ~ ~ 0.000 SEGMENT NUMBER ~ ~ ~ ~ ~ ~ ~ ~ ~ 5 T YPE ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~~ ~~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .500 ORIENTATIOH ANGLE ~ ~ ~ ~ ~ ~ 2?0.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 | ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 6.000 ORIENTATIOH ANGLE ... ~ 0.0 THICKNESS ~~ ~ ~~ ~ ~ ~ ~ ~~ ~ ~ ~ 0.000 SEGMENT NUMBER ~ ~ ~ ~ ~ ~ ~ ~ ~ 5 T YPE ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~~ ~~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .500 ORIENTATIOH ANGLE ~ ~ ~ ~ ~ ~ 2?0.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 | ||
NE035/11 DATE 92 09-25 PAGF. 6 ttttttttttttttttttttttttttttttttltttt\tttttttttttttttttttttttttttttttttttttttt FILEHANEtHHPBP26 TYPE F-2 ENBED PLATE (8X1) CS-H-4406 | NE035/11 DATE 92 09-25 PAGF. 6 ttttttttttttttttttttttttttttttttltttt\tttttttttttttttttttttttttttttttttttttttt FILEHANEtHHPBP26 TYPE F-2 ENBED PLATE (8X1) CS-H-4406 | ||
~ ttttttttttt**1*tttttttttttttttttttttttttttttttt*tttttttttttttttttttttttttttttttttttt NON STANDARD ATTACHHENT DATA SEGNEHT HUNBER ~ ... ~ ~ ~ .~ 6 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE o.oooo.oooo.oo 2.500 ORIENTATIOH ANGLE . ~ ~ ~ .~ 270.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGNENT NUNBER ~ ~ ~ ~ . ~ .. ~ 7 TYPE ~~ ~ ~ ~ ~~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2.500 ORIENTATION ANGLE ...... 270.0 THICKHESS oo.ooooooo. "o 0.000 SEGNEHT NUHBER . ~ ... 8 T'YPE ~ ~ ~ ~ ~ ~ ~ ~ ~ o. ~ ~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .500 ORIENTATIOH ANGLE .. 270.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGNENT NUNBER ......... 9 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 6.000 ORIENTATIOH ANGLE ...... 180.0 THICKNESS ,oooo, ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGNENT NWBER T YPE | ~ ttttttttttt**1*tttttttttttttttttttttttttttttttt*tttttttttttttttttttttttttttttttttttt NON STANDARD ATTACHHENT DATA SEGNEHT HUNBER ~ ... ~ ~ ~ .~ 6 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE o.oooo.oooo.oo 2.500 ORIENTATIOH ANGLE . ~ ~ ~ .~ 270.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGNENT NUNBER ~ ~ ~ ~ . ~ .. ~ 7 TYPE ~~ ~ ~ ~ ~~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2.500 ORIENTATION ANGLE ...... 270.0 THICKHESS oo.ooooooo. "o 0.000 SEGNEHT NUHBER . ~ ... 8 T'YPE ~ ~ ~ ~ ~ ~ ~ ~ ~ o. ~ ~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .500 ORIENTATIOH ANGLE .. 270.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGNENT NUNBER ......... 9 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 6.000 ORIENTATIOH ANGLE ...... 180.0 THICKNESS ,oooo, ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGNENT NWBER T YPE | ||
~~ ~ ~ ~~~~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ | ~~ ~ ~ ~~~~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ | ||
10 IST HEIGHT ................. 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .500 ORIENTATION ANGLE .."" 90.0 THICKNESS o. ~ .~~~~~~~~~~ 0.000 SEGNEHT NUNBER ......... 11 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1ST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2.500 ORIENTATION ANGLE ... .. ~ 90.0 THICKNESS ~ ~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 | 10 IST HEIGHT ................. 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .500 ORIENTATION ANGLE .."" 90.0 THICKNESS o. ~ .~~~~~~~~~~ 0.000 SEGNEHT NUNBER ......... 11 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1ST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2.500 ORIENTATION ANGLE ... .. ~ 90.0 THICKNESS ~ ~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 | ||
| Line 1,397: | Line 1,412: | ||
Il I | Il I | ||
I t I I | I t I I | ||
II (A P CS-H 42 J5 | II (A P CS-H 42 J5 g | ||
EE') | |||
FROM 0 yI .'1 I | FROM 0 yI .'1 I | ||
'lil I | 'lil I | ||
| Line 1,469: | Line 1,483: | ||
f-zz-y Pg. of Rev. | f-zz-y Pg. of Rev. | ||
CALCULATION SHEET r I PID No.: Pile: | CALCULATION SHEET r I PID No.: Pile: | ||
Pro)ect Title: | Pro)ect | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prelim. ~ Final Q Void Q | Status: Prelim. ~ Final Q Void Q | ||
// II 7D PXoV/4>c A N AN<'H'Og S yC'Pe<T ~OX 8 ~gA/ucg WS Z+~ive d/J AAN7'~Y(~. I36 (I' 09'6 t4Z Wa, ZP. uO. SP-gS<7 <- q~Z, | // II 7D PXoV/4>c A N AN<'H'Og S yC'Pe<T ~OX 8 ~gA/ucg WS Z+~ive d/J AAN7'~Y(~. I36 (I' 09'6 t4Z Wa, ZP. uO. SP-gS<7 <- q~Z, | ||
| Line 1,493: | Line 1,511: | ||
/-2e.1> CAROLINA POWER & LIGHT COMPANY Chepjced bZ: Date: | /-2e.1> CAROLINA POWER & LIGHT COMPANY Chepjced bZ: Date: | ||
J r/PID No.: CALCULATION SHEET File.'ev. | J r/PID No.: CALCULATION SHEET File.'ev. | ||
Pg. of Pro)ect Title: | Pg. of Pro)ect | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prelim ~ Final Q Void Q MopaL 'SjgI C+ -g /gag II | Status: Prelim ~ Final Q Void Q MopaL 'SjgI C+ -g /gag II | ||
@g5 l5 l4 I | @g5 l5 l4 I | ||
| Line 1,538: | Line 1,560: | ||
9 is.5> CAROLINA POWER & LIGHT CO~ANY Check@~ b~-'ate: P-zw-yz. Pg. of Rev. | 9 is.5> CAROLINA POWER & LIGHT CO~ANY Check@~ b~-'ate: P-zw-yz. Pg. of Rev. | ||
CALCULATION SHEET IPID No Pile: | CALCULATION SHEET IPID No Pile: | ||
Title: | |||
==Title:== | |||
'ro)ect Calculation | |||
==Title:== | |||
Status1 Prelim Final Q Void Q To8Z Z.rcpt C CRc / k TO FAC//-/7/q 7 E Cafe~/h/g CO<</~~) Hu> COwM<i ~ ZN. 2 Al864JAZdc T5 CO/0L>S TQ SWq4'4'c57 5'/pg /. 5, P4//4X'~rg) | Status1 Prelim Final Q Void Q To8Z Z.rcpt C CRc / k TO FAC//-/7/q 7 E Cafe~/h/g CO<</~~) Hu> COwM<i ~ ZN. 2 Al864JAZdc T5 CO/0L>S TQ SWq4'4'c57 5'/pg /. 5, P4//4X'~rg) | ||
+ E//arE/-OPF 44}$ pp~cyg AuaO/08dc5 tc'/0) | + E//arE/-OPF 44}$ pp~cyg AuaO/08dc5 tc'/0) | ||
| Line 1,579: | Line 1,604: | ||
CALCULATION SHEET Pg. of Rev. | CALCULATION SHEET Pg. of Rev. | ||
Tar / PID No.: File: | Tar / PID No.: File: | ||
Pro)ect Title: | Pro)ect | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prel3sa Q Final Q Void Q EC 8 O'Mz /F/CA T/o Q 4" P ]0/PZ To / 'Ac'pi>4T> ~CCK/A C CcZE ~A. 4 Lor44$ | Status: Prel3sa Q Final Q Void Q EC 8 O'Mz /F/CA T/o Q 4" P ]0/PZ To / 'Ac'pi>4T> ~CCK/A C CcZE ~A. 4 Lor44$ | ||
I E'Q,P Aggytgisqggz Au -I4.l ZdAbS <~ ~ /4 Zf. | I E'Q,P Aggytgisqggz Au -I4.l ZdAbS <~ ~ /4 Zf. | ||
| Line 1,611: | Line 1,640: | ||
PS. of Rev. | PS. of Rev. | ||
CALCULATION SHEET r/PID No.: Pile: | CALCULATION SHEET r/PID No.: Pile: | ||
Pro]ect Title: | Pro]ect | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: PrelifII. ~ Final Q Void Q QEI 0 AEc.K Ll&B Lc>mDs c 5UPM+< ['wR 7T<r1 g C Jr, >2, denim iz) 4 WI-Ie,<I Ig g P~e re. A xg I | Status: PrelifII. ~ Final Q Void Q QEI 0 AEc.K Ll&B Lc>mDs c 5UPM+< ['wR 7T<r1 g C Jr, >2, denim iz) 4 WI-Ie,<I Ig g P~e re. A xg I | ||
748 HiLL. dPU4I-IF-/ ~LL QgE,g ~JQ~~Jg W/ dc~rMeo 4 x g'g' | 748 HiLL. dPU4I-IF-/ ~LL QgE,g ~JQ~~Jg W/ dc~rMeo 4 x g'g' | ||
| Line 1,624: | Line 1,657: | ||
-Z~P Pg. of Rev. | -Z~P Pg. of Rev. | ||
CALCULATION SHEET Tar f PID No.: File: | CALCULATION SHEET Tar f PID No.: File: | ||
Prospect Title: | Prospect | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prelim~ Final Q Void Q get c'I~w I | Status: Prelim~ Final Q Void Q get c'I~w I | ||
I/ I br =9" '4y "~e ) '(>57 + leel +~os ) Roe7 'in e~ c. woe. | I/ I br =9" '4y "~e ) '(>57 + leel +~os ) Roe7 'in e~ c. woe. | ||
tuuJ>> e>J = ~~~'0 ~l 4 k,gI. cTkcW UBQ5 l ((8 ee(g) AQS bk A,L40W a gg c'o ~f~s~d 6 IN It&, | |||
Zf.4, (fYlI pj.I) 0% XTE~ | Zf.4, (fYlI pj.I) 0% XTE~ | ||
'o LGd P5 Z~F. MTcool F h. ~ 4LLowAbbe& | 'o LGd P5 Z~F. MTcool F h. ~ 4LLowAbbe& | ||
| Line 1,646: | Line 1,683: | ||
No.: | No.: | ||
~-'r/PID 9-2.7 P CALCULATTON SHEET File.'ev. | ~-'r/PID 9-2.7 P CALCULATTON SHEET File.'ev. | ||
Pg,( of Prospect | Pg,( of Prospect | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: PreliIIr, + Final Q Void Q | Status: PreliIIr, + Final Q Void Q | ||
~T. B NIZ 3T. lZ ~< ZTZ~ f Ft~e S,Z.Z M~>o Err. ~runt, RE .'I fx- i&&5 Fy = l185 fAx "- | ~T. B NIZ 3T. lZ ~< ZTZ~ f Ft~e S,Z.Z M~>o Err. ~runt, RE .'I fx- i&&5 Fy = l185 fAx "- | ||
| Line 1,658: | Line 1,699: | ||
~ | ~ | ||
g ATY. Tx) ~ Sou. '+ I | g ATY. Tx) ~ Sou. '+ I | ||
'5 | '5 | ||
>TZ ~ '(41 ('1 EQ. N I.oyzT0's Q ) T< p'Q. Q AI.t ovyz RTL<S SVkiSS AuF'C (XTXTXI (IXuAT TTE5O<'[IXM5 (dO457 CD5i IQT~~C fi0< =,759 < I .0 0 e g<Qb pc% 5HcWc. 50i 70 KD6E, T)IST,'O FL vpj, sz z ~K P~PPPy0a - gCP RTf. | >TZ ~ '(41 ('1 EQ. N I.oyzT0's Q ) T< p'Q. Q AI.t ovyz RTL<S SVkiSS AuF'C (XTXTXI (IXuAT TTE5O<'[IXM5 (dO457 CD5i IQT~~C fi0< =,759 < I .0 0 e g<Qb pc% 5HcWc. 50i 70 KD6E, T)IST,'O FL vpj, sz z ~K P~PPPy0a - gCP RTf. | ||
| Line 1,668: | Line 1,708: | ||
CAL'CULATION SHEET Pg. of Reve | CAL'CULATION SHEET Pg. of Reve | ||
~ r/PlD No.: File: | ~ r/PlD No.: File: | ||
Project Title: | Project | ||
Calculation Title: | |||
==Title:== | |||
Calculation | |||
==Title:== | |||
Status: Prelim ~ Final Q Void Q sw XpMe 7 lo 7 R + ~'7 X &- l LA. | Status: Prelim ~ Final Q Void Q sw XpMe 7 lo 7 R + ~'7 X &- l LA. | ||
lo- 8 .~&" x'3z so - d'z L~~. | lo- 8 .~&" x'3z so - d'z L~~. | ||
| Line 1,686: | Line 1,730: | ||
SUBJECT | SUBJECT | ||
'4HL'V >> | '4HL'V >> | ||
ATTACHMENT 0 | ATTACHMENT 0 | ||
0 0 | 0 0 | ||
| Line 1,699: | Line 1,742: | ||
S>>PROJOPCR6$ 47>>>>PILSAR~.N.4400>> | S>>PROJOPCR6$ 47>>>>PILSAR~.N.4400>> | ||
~ ttlltttttOIOIOIOOOIIOOOtl~tttt ~ 1*tltttllttl | ~ ttlltttttOIOIOIOOOIIOOOtl~tttt ~ 1*tltttllttl | ||
* Illtll GTSTRUOL IllOOIOO t 11 11 | * Illtll GTSTRUOL IllOOIOO t 11 11 | ||
~ litt tO tt ItIll IItttttttt OIIIIO OIOIOI 1111 tt 11 11 OIOIIO It I | ~ litt tO tt ItIll IItttttttt OIIIIO OIOIOI 1111 tt 11 11 OIOIIO It I | ||
| Line 1,843: | Line 1,885: | ||
~~ ERO OF INPUT DATA ~ | ~~ ERO OF INPUT DATA ~ | ||
I%035/11 DATE 92-09-24 PACE ttttttttttttttttttttttttttt | I%035/11 DATE 92-09-24 PACE ttttttttttttttttttttttttttt PREPROCELNR lNPIJT DATA CARDS 1 | ||
ttttlllttlll*tttlllltt t>>>>ttttttttttttt>>ttttttttttttttttltttltlttttlt CARD 3 4 5 6 7 NO 12345678901234567890123456789012345678901234567890123456789012345678901234567890 1 3 F ILENANEtNNPSP27 2 OJT 0 0 1 3 CON 0 0 0 0.000 3000.000 0.000 0.000 0.000>> 0.000 4 PLA 51 7 0 8.000 14.000 1.000>> 29.0001 0.000 0.000 5 APR 0 0 1>> 6.000>> 6.000 ~ 2501 .2501 0.000>> 0+000 6 SPR 0 0 11 .880E+061 .125 E+071 ~ 820E+04>> .868E+04* 0.01 0.0 7 aOL 2 2 1.500 1.500 0.000>> 0.000>> 0.000>> 0.000 8 ROL 2 6 11 '1.500 12.500 0.000>> 0.000 0.000>> 0.000 9 ROL 4>> 2 1>> 6.500 1.500 0.000 0.000>> 0.000>> 0.000 10 ROL 4>> 6 11 6.500 12.500 0.000 0.000 0.000>> 0.000 11 END 12 TIN 3>> 4 1>> 3.SDO>> 7.SDO 0.000 0.000>> | ttttlllttlll*tttlllltt t>>>>ttttttttttttt>>ttttttttttttttttltttltlttttlt CARD 3 4 5 6 7 NO 12345678901234567890123456789012345678901234567890123456789012345678901234567890 1 3 F ILENANEtNNPSP27 2 OJT 0 0 1 3 CON 0 0 0 0.000 3000.000 0.000 0.000 0.000>> 0.000 4 PLA 51 7 0 8.000 14.000 1.000>> 29.0001 0.000 0.000 5 APR 0 0 1>> 6.000>> 6.000 ~ 2501 .2501 0.000>> 0+000 6 SPR 0 0 11 .880E+061 .125 E+071 ~ 820E+04>> .868E+04* 0.01 0.0 7 aOL 2 2 1.500 1.500 0.000>> 0.000>> 0.000>> 0.000 8 ROL 2 6 11 '1.500 12.500 0.000>> 0.000 0.000>> 0.000 9 ROL 4>> 2 1>> 6.500 1.500 0.000 0.000>> 0.000>> 0.000 10 ROL 4>> 6 11 6.500 12.500 0.000 0.000 0.000>> 0.000 11 END 12 TIN 3>> 4 1>> 3.SDO>> 7.SDO 0.000 0.000>> | ||
13 END 14 POl 3>> 4 0 0.000>> 0.000 0.000>> 0.000 0.000>> | 13 END 14 POl 3>> 4 0 0.000>> 0.000 0.000>> 0.000 0.000>> | ||
| Line 1,851: | Line 1,892: | ||
m035/11 DATE 92 09e24 PAGE 4 ttttttttttttttt 1 ttt tttt tttttttttttt F ILEXA%tHHPQP27 ttttttttttttttt*ttt tttttttttttttttttttttttttttttttttttttttttt INPUT PARANETERS PLATE THICKNESS...". 1.000 | m035/11 DATE 92 09e24 PAGE 4 ttttttttttttttt 1 ttt tttt tttttttttttt F ILEXA%tHHPQP27 ttttttttttttttt*ttt tttttttttttttttttttttttttttttttttttttttttt INPUT PARANETERS PLATE THICKNESS...". 1.000 | ||
~ | ~ | ||
PLATE X DIHENSION ~ . 8.000 Y DINENSION ~ ~ ~ ~ ~ ~ ~ 14.000 IRSULUS OF ELASTICITY ". .290E+08 C(RICHE T E IHmULUS ~ ~ ~~ ~ ~~ ~ .312E+07 CONCo CON ~ STRENGTH ~~~ ~ 3000.0 BOLT LOCATIONS BOLT I J NCOE X-COM..Y.COORD 1 2 2 9 1.500 1.500 2 2 6 13 1.500 12.500 3 4 2 23 6.500 1.500 4 4 6 27 6.500 12.500 BOLT PROPERTIES BOLT STIFFNESS (LB/IN.) ALLOMABLE FORCE (LB) eeoeeeoo eo e TENSION SHEAR TENSION SHEAR | PLATE X DIHENSION ~ . 8.000 Y DINENSION ~ ~ ~ ~ ~ ~ ~ 14.000 IRSULUS OF ELASTICITY ". .290E+08 C(RICHE T E IHmULUS ~ ~ ~~ ~ ~~ ~ .312E+07 CONCo CON ~ STRENGTH ~~~ ~ 3000.0 BOLT LOCATIONS BOLT I J NCOE X-COM..Y.COORD 1 2 2 9 1.500 1.500 2 2 6 13 1.500 12.500 3 4 2 23 6.500 1.500 4 4 6 27 6.500 12.500 BOLT PROPERTIES BOLT STIFFNESS (LB/IN.) ALLOMABLE FORCE (LB) eeoeeeoo eo e TENSION SHEAR TENSION SHEAR | ||
| Line 1,864: | Line 1,904: | ||
~< | ~< | ||
ttttttttttttttttttttt t*tttttttttttttttttttttttttttttttttt ATTACHNENT DATA ATTACIWENT NOSER TTPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ TLS PROPERTY NOSER 1 D DINENSION 6.000 I LINE WOOER ~ ~ ~ ~ ~~ 5 | ttttttttttttttttttttt t*tttttttttttttttttttttttttttttttttt ATTACHNENT DATA ATTACIWENT NOSER TTPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ TLS PROPERTY NOSER 1 D DINENSION 6.000 I LINE WOOER ~ ~ ~ ~ ~~ 5 | ||
~~ ~~ ~ | ~~ ~~ ~ | ||
I DINEKSION "o ~ 6.000 J LINE NIWQER 4 HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 X COORD I NATE ~~ ~~~~ ~ 3.500 THICKNESS (T1) ~ ~ .250 Y~COORDINATE ~ ~ ~ ~ ~ ~ ~ 7.500 THICKNESS (T2) .o .250 ORIENTATION ANGLE " 0.0 | I DINEKSION "o ~ 6.000 J LINE NIWQER 4 HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 X COORD I NATE ~~ ~~~~ ~ 3.500 THICKNESS (T1) ~ ~ .250 Y~COORDINATE ~ ~ ~ ~ ~ ~ ~ 7.500 THICKNESS (T2) .o .250 ORIENTATION ANGLE " 0.0 | ||
| Line 1,870: | Line 1,909: | ||
I%035/11 DATE 92-09-24 t ttt tttttttttttttttttttttettttttatto F lLENANEtNKPSP27 ttttttttttttttttttttt ttttttttttttttttttttttttttttttttttttttttttttttt LOAD1KG COND 1T lONS LOADlNG CASE NO. t 1 LOADlNGS APPLlED AT INmE < 36 FOICE FX t 1445.00 FQtCE FY > -1150+00 FMCE F2 t 1272.00 NUGENT NX t 22019.00 I@KENT NY t 12323.00 INWENT NZ t -4591.00 | I%035/11 DATE 92-09-24 t ttt tttttttttttttttttttttettttttatto F lLENANEtNKPSP27 ttttttttttttttttttttt ttttttttttttttttttttttttttttttttttttttttttttttt LOAD1KG COND 1T lONS LOADlNG CASE NO. t 1 LOADlNGS APPLlED AT INmE < 36 FOICE FX t 1445.00 FQtCE FY > -1150+00 FMCE F2 t 1272.00 NUGENT NX t 22019.00 I@KENT NY t 12323.00 INWENT NZ t -4591.00 | ||
%035/11 DATE 92.09.24 7 | %035/11 DATE 92.09.24 7 PACE | ||
PACE | |||
~ ftttnttlttttt*f14ettlit~i~ | ~ ftttnttlttttt*f14ettlit~i~ | ||
f LLENA%~27 014t101ttt404~ HOltl4tttt44ttlttlttOttftttllNtlttO BASEPLATE CONNECT i VITY ELENENT ELENENT ICE NO. JA JB JC J0 NO. JA JQ JC JO 1 1 8 9 2 2 2 9 10 3 3 3 10 11 4 4 4 11 12 5 5 5 12 13 6 6 6 13 14 7 7 8 15 16 9 8 9 16 17 10 9 10 17 18 11 10 11 18 19 12 11 12 19 20 13 12 13 20 21 14 13 15 22 23 16 14 16 23 24 17 15 17 24 25 18 16 18 25 26 19 17 19 26 27 20 18 20 27 28 21 19 22 29 30 23 20 23 30 31 24 21 24 31 ~ | f LLENA%~27 014t101ttt404~ HOltl4tttt44ttlttlttOttftttllNtlttO BASEPLATE CONNECT i VITY ELENENT ELENENT ICE NO. JA JB JC J0 NO. JA JQ JC JO 1 1 8 9 2 2 2 9 10 3 3 3 10 11 4 4 4 11 12 5 5 5 12 13 6 6 6 13 14 7 7 8 15 16 9 8 9 16 17 10 9 10 17 18 11 10 11 18 19 12 11 12 19 20 13 12 13 20 21 14 13 15 22 23 16 14 16 23 24 17 15 17 24 25 18 16 18 25 26 19 17 19 26 27 20 18 20 27 28 21 19 22 29 30 23 20 23 30 31 24 21 24 31 ~ | ||
| Line 1,878: | Line 1,915: | ||
I%035/11 DATE 92-09-24 PACE 8 ttttttttttttttttttttttttttttttttttttt F 1LENA%oNXPSP27 | I%035/11 DATE 92-09-24 PACE 8 ttttttttttttttttttttttttttttttttttttt F 1LENA%oNXPSP27 | ||
~ ttttt1111111tttt Ottttttttttttttttttttttttttttttt KODAL COORD 1 NATES 1 J F RANE QBE X T 2 L1NE L1NE NME COORD 1 NATE COORD 1 NATE COORD1MATE 1 1 0.000 0.000 0.000 2 2 0.000 1.500 0.000 3 3 0.000 4.500 0.000 4 0.000 7.500 0.000 5 5 0.000 10.500 0.000 6 6 0.000 12.500 0.000 7 7 0.000 14.000 0.000 1 1.500 0.000 0.000 2 9 1.500 1.500 O.NO | ~ ttttt1111111tttt Ottttttttttttttttttttttttttttttt KODAL COORD 1 NATES 1 J F RANE QBE X T 2 L1NE L1NE NME COORD 1 NATE COORD 1 NATE COORD1MATE 1 1 0.000 0.000 0.000 2 2 0.000 1.500 0.000 3 3 0.000 4.500 0.000 4 0.000 7.500 0.000 5 5 0.000 10.500 0.000 6 6 0.000 12.500 0.000 7 7 0.000 14.000 0.000 1 1.500 0.000 0.000 2 9 1.500 1.500 O.NO 3 10 .500 4.500 0.000 4 11 .500 7.5N 0.000 5 12 .500 10.500 0.000 6 13 1.SOO 12.500 0.000 7 14 1.500 14.000 0.000 15 3 ~ 500 0.000 0.000 2 16 3.500 1.500 0.000 3 17 3.500 4.500 0.000 4 18 3.500 7.500 0.000 5 19 3.500 10.500 0.000 6 3.500 12.5N 0.000 7 21 3.500 .14.000 O.ON 1 22 6.SOO 0.000 0.000 2 6.500 1.500 0.000 3 24 6.500 4.5N 0.000 4 25 6.SOO 7.500 0.000 5 26 6.500 10.500 0.000 6 27 6.500 12.500 0.000 7 28 6.500 14.000 0.000 1 29 8.000 0.000 0.000 2 30 $ ,000 1.500 0.000 3 31 8.000 4.500 0.000 32 8.000 7.500 0.000 5 33 8 000 10.500 0.000 6 34 8 000 12.500 0.000 7 $ .000 14.000 0.000 IKSES AT APPL1 CATlON OF LOADS 3 4(0 FFSET) 36 3.500 7.5N 500 | ||
3 10 .500 4.500 0.000 4 11 .500 7.5N 0.000 5 12 .500 10.500 0.000 6 13 1.SOO 12.500 0.000 7 14 1.500 14.000 0.000 15 3 ~ 500 0.000 0.000 2 16 3.500 1.500 0.000 3 17 3.500 4.500 0.000 4 18 3.500 7.500 0.000 5 19 3.500 10.500 0.000 6 3.500 12.5N 0.000 7 21 3.500 .14.000 O.ON 1 22 6.SOO 0.000 0.000 2 6.500 1.500 0.000 3 24 6.500 4.5N 0.000 4 25 6.SOO 7.500 0.000 5 26 6.500 10.500 0.000 6 27 6.500 12.500 0.000 7 28 6.500 14.000 0.000 1 29 8.000 0.000 0.000 2 30 $ ,000 1.500 0.000 3 31 8.000 4.500 0.000 32 8.000 7.500 0.000 5 33 8 000 10.500 0.000 6 34 8 000 12.500 0.000 7 $ .000 14.000 0.000 IKSES AT APPL1 CATlON OF LOADS 3 4(0 FFSET) 36 3.500 7.5N 500 | |||
%035/11 DATE 92-09-24 PACE 9 fQffQf~1 tilt*1t1**ttlttttttatlltO F lLENA%<NNPSP27 OIIO~t& Atll&NtfPt1ltt~t1tHtkHNPIP CONCRETE STlFFNESS DATA NODE EFFECT lVE CONCRETE NXIE EFFECTlVE CONCRETE AREA STl FF NESS AREA STTFfNESS 1 .562 .183E+06 2 1.312 .426E+06 3 1.125 .365 E+06 4 .750 .243E+06 5 .875 .284E+06 6 1.062 .345 E+06 7 .562 .183E+06 8 1.312 .426E+06 9 3.937 ~ 128E+07 10 5.250 170 E+07 11 '.250 .170E+07 12 4.375 | %035/11 DATE 92-09-24 PACE 9 fQffQf~1 tilt*1t1**ttlttttttatlltO F lLENA%<NNPSP27 OIIO~t& Atll&NtfPt1ltt~t1tHtkHNPIP CONCRETE STlFFNESS DATA NODE EFFECT lVE CONCRETE NXIE EFFECTlVE CONCRETE AREA STl FF NESS AREA STTFfNESS 1 .562 .183E+06 2 1.312 .426E+06 3 1.125 .365 E+06 4 .750 .243E+06 5 .875 .284E+06 6 1.062 .345 E+06 7 .562 .183E+06 8 1.312 .426E+06 9 3.937 ~ 128E+07 10 5.250 170 E+07 11 '.250 .170E+07 12 4.375 | ||
| Line 1,893: | Line 1,928: | ||
1 1 | 1 1 | ||
1 | 1 | ||
=1 1 1 | =1 1 1 | ||
1 1 | 1 1 | ||
| Line 1,923: | Line 1,957: | ||
CALC I IKISS/11 9Z-09-ZC PAGE 1 ATfAMNT | CALC I IKISS/11 9Z-09-ZC PAGE 1 ATfAMNT | ||
'ATE | 'ATE | ||
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t~ ~ ~ ~ I~ ~ ~ 0 ~ ~ ~ ~ 0 ~ I~ ~ ~ ~ 0 ~ ~ ~ ~ ~ OF PROJECT JOB NO CALC NO. SHT NO. | ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t~ ~ ~ ~ I~ ~ ~ 0 ~ ~ ~ ~ 0 ~ I~ ~ ~ ~ 0 ~ ~ ~ ~ ~ OF PROJECT JOB NO CALC NO. SHT NO. | ||
PREPARED BY DATE CHECKED BY DATE e 4 | PREPARED BY DATE CHECKED BY DATE e 4 | ||
| Line 1,931: | Line 1,964: | ||
IN CASE OF PROBLEHS MITII %035/ CONTACT THE | IN CASE OF PROBLEHS MITII %035/ CONTACT THE | ||
* BASEPLATE USER REPRESENTATIVES' | * BASEPLATE USER REPRESENTATIVES' | ||
~ COPYRIGHT 1984,1987 BECHTEL POUER CORP. ALL RIGHTS RESERVED. * | ~ COPYRIGHT 1984,1987 BECHTEL POUER CORP. ALL RIGHTS RESERVED. * | ||
~ 010 ~ 01* ~ 0 ~ 011101IOO ~ 0 ~ OO ~ 0 ~ ~ 11000 ~ ~ | ~ 010 ~ 01* ~ 0 ~ 011101IOO ~ 0 ~ OO ~ 0 ~ ~ 11000 ~ ~ | ||
| Line 1,990: | Line 2,022: | ||
~ titttttttttt*tttttttt ttttt*ttttttttttttt*ttttttititttit*tttt**tt*ttt lNSAL COOS I NATES I J FRANK IKSE X Y 2 LINE LINE INSE COORDINATE COORD I NATE COORDINATE 1 1 1 0.000 D.DDD 0.000 1 2 2 0.000 2.000 0.000 1 3 3 0.000 3.750 0.000 1 4 4 0.000 6.250 0.000 1 5 5 0.000 8.000 0.000 1 6 6 0.000 8.750 0.000 1 7 7 0.000 10.000 0.000 2 1 2.000 0.000 0.000 2 2 9 2.000 2.000 0.000 2 3 10 2.000 3.750 0.000 2 4 11 2.000 6.250 0.000 2 5 12 2.000 8.000 0.000 2 6 13 2.000 8.750 0.000 2 7 14 2.000 10.000 0.000 3 1 15 4.500 0.000 0.000 3 2 16 4.500 2.000 0.000 3 3 17 4.500 3.750 0.000 3 18 4.500 6.250 0.000 3 5 19 4.500 8.000 0.000 3 6 20 4.500 8.750 0.000 3 7 21 4.500 10.000 0.000 4 1 22 7.000 0.000 0.000 4 2 23 7.000 2.000 0.000 4 3 24 7.000 3.750 0.000 7 000 6.250 0.000 4 5 26 7.000 d.000 0.000 4 6 27 7.000 8.750 0.000 7 28 7.000 10.000 0.000 5 1 29 d.000 0.000 0.000 5 2 30 d.000 2.000 0.000 5 3 31 d.000 3.750 0.000 5 4 32 8.000 6.250 0.000 5 5 33 8.000 8.000 0.000 5 6 34 8.000 8.750 0.000 5 7 35 8.000 10.000 0.000 6 1 36 10.000 0.000 0.000 6 2 37 10.000 2.000 0.000 6 3 38 10.000 3.750 0.000 6 4 39 10.000 6.250 0.000 | ~ titttttttttt*tttttttt ttttt*ttttttttttttt*ttttttititttit*tttt**tt*ttt lNSAL COOS I NATES I J FRANK IKSE X Y 2 LINE LINE INSE COORDINATE COORD I NATE COORDINATE 1 1 1 0.000 D.DDD 0.000 1 2 2 0.000 2.000 0.000 1 3 3 0.000 3.750 0.000 1 4 4 0.000 6.250 0.000 1 5 5 0.000 8.000 0.000 1 6 6 0.000 8.750 0.000 1 7 7 0.000 10.000 0.000 2 1 2.000 0.000 0.000 2 2 9 2.000 2.000 0.000 2 3 10 2.000 3.750 0.000 2 4 11 2.000 6.250 0.000 2 5 12 2.000 8.000 0.000 2 6 13 2.000 8.750 0.000 2 7 14 2.000 10.000 0.000 3 1 15 4.500 0.000 0.000 3 2 16 4.500 2.000 0.000 3 3 17 4.500 3.750 0.000 3 18 4.500 6.250 0.000 3 5 19 4.500 8.000 0.000 3 6 20 4.500 8.750 0.000 3 7 21 4.500 10.000 0.000 4 1 22 7.000 0.000 0.000 4 2 23 7.000 2.000 0.000 4 3 24 7.000 3.750 0.000 7 000 6.250 0.000 4 5 26 7.000 d.000 0.000 4 6 27 7.000 8.750 0.000 7 28 7.000 10.000 0.000 5 1 29 d.000 0.000 0.000 5 2 30 d.000 2.000 0.000 5 3 31 d.000 3.750 0.000 5 4 32 8.000 6.250 0.000 5 5 33 8.000 8.000 0.000 5 6 34 8.000 8.750 0.000 5 7 35 8.000 10.000 0.000 6 1 36 10.000 0.000 0.000 6 2 37 10.000 2.000 0.000 6 3 38 10.000 3.750 0.000 6 4 39 10.000 6.250 0.000 | ||
I%035/11 OATE 92-09-24 PACE 10 ttttttttttttttttttttt t ttt1 tttt1 ttttt F TLEXA%tNNPSP28 | I%035/11 OATE 92-09-24 PACE 10 ttttttttttttttttttttt t ttt1 tttt1 ttttt F TLEXA%tNNPSP28 ttttttttttttttttttttttttttttttttttttttttttt11ttttttttttttt1tttttttttttttt11tttttttttt INSAL CXRD I NATES l J FRAIS INBE X Y 2 L 1NE L lKE NME COOS l NATE l COORD NATE COOROl NATE 6 5 40 10.000 8.000 0.000 6 6 41 10.000 8.750 0.000 6 7 42 10.000 10.000 0.000 INSES AT APPLlCATlON OF LOADS 3 4(OFFSET) 43 4.500 6.250 .500 | ||
m 035/11 DATE 92-09-24 PACK 11 MOO*~yrtOOot4tOt1t11000t10tttOW1 fILENA%<NNPSP28 | m 035/11 DATE 92-09-24 PACK 11 MOO*~yrtOOot4tOt1t11000t10tttOW1 fILENA%<NNPSP28 | ||
Latest revision as of 02:47, 18 March 2020
| ML18010A833 | |
| Person / Time | |
|---|---|
| Site: | Harris  |
| Issue date: | 10/09/1992 |
| From: | CAROLINA POWER & LIGHT CO. |
| To: | |
| Shared Package | |
| ML18010A832 | List: |
| References | |
| CS-0021, CS-0021-R02, CS-21, CS-21-R2, GL-89-10, NUDOCS 9210280060 | |
| Download: ML18010A833 (194) | |
Text
8210280060 ggg009 PDR 'ADQCK 05000400 P PDR Carolina Power & Light Company PO Box 1551 Raleigh, North Carolina 27602 Shearon Harris Nuclear Power Plant Unit 1 Mechanical Analysis and Calculations for 1CS-746 Charging Pump A to Refueling Water Storage Tank Isolation Valve
%II ISA MIIIIL"IlIJ .Il Generic Letter 89-10 Applicable:~Yes No Valve Classification: Nuclear-Safety Related Calculation Number *CS-0021 Revision Prepared By/Date Verified By/Date Project Engineer/Date Prin. or Res. Eng./Date Signatures on file Signatures on file Reason incorporation of Electrical Calculation E5-001, Revision 1 10/I/92 Reason Incorporation of PC%.6562, Raviaion I Reason
Prepared By: Calc. ID! *CS-0021 Checked By: Revision: 2 List of Effective Pa es pacae prevision 1
2 3
4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 19 Attachment A Telecon w/Velan Inc.
Attachment B Fax from of Velan Attachment C Flow Isolation/Seating Thrust Attachment D Average Closing Packing Load Attachment E Final Thrust Due to Inertia Attachment F Thrust at Torque Switch Trip
Attachment:
G Design Verification Record 1CS-746 Page No: 1
Prepared By: Calc. ID! *CS-0021 Checked By: Revision: 2 TABLE OF CONTENTS Section Descri tion Pacae 1~0 Purpose 2.0 References 3.0 Bases and Assumptions 3.1 Analyzed Configuration 3 ' Valve Function and Control Configuration 3 ' Assumptions 4.0 Calculations 4.1 Generic Letter 89-10 Applicability 4.2 Design Differential Pressure Evaluation 7 4.3 Valve Thrust 4~4 Recommended Minimum Torque Switch Setting 11 4.5 Motor Capacity Limits 4.6 Allowable Operating Ranges 12 4.7 . Stall Evaluation 14 4.8 Required Limit Switch Settings 15 4.9 Nominal Operating Time 17 5.0 Results, Conclusions and Recommendations 19 Attachment A Telecon w/Velan Inc. 1 page Attachment B Fax from of Velan 3 pages Attachment C Flow Isolation/Seating Thrust 1 page Attachment D Average Closing Packing Load 1 page Attachment E Final Thrust Due to Inertia 1 page Attachment F Thrust at Torque Switch Trip 1 page Attachment G Design Verification Record 2 pages 1CS-746 Page No: 2
Prepared By: Calc. ID: *CS-0021 Checked By: Revision: 2 1~0 PURPOSE
- 1. 1 Pu ose of this Re ort The purpose of this report is to document various parameters pertaining to the subject motor-operated valve. This report:
reviews the design differential pressure against which the valve may have to operate calculates the MOV thrust/torque requirements evaluates the limitations of the actuator, motor, and valve (evaluation includes effects of a motor stall) evaluates the actuator limit switch settings 1.2 Reason for Revision PCR-6547, Revision 1, removed the Alternate Mini-flow Relief Valves and installed restricting orifices upstream of motor-operated valves 1CS-746 and 1CS-752. The control logic for these motor-operated valve will be modified such that they will automatically open upon high RCS pressure (2300 psig) coincident with an "S" signal and will automatically close at the reset pressure of 1750 psig. The reason for this revision, is to incorporate the changes made by PCR-6547, Revision 1.
2 ' RERERENCES 2.1 NED Design Guide DG-I.11, "Q-List Motor-Operated Valve Mechanical Evaluations", Revision 4.
2 ' NED Scope Document {}9-M0-002, Revision 2.
2.3 "Analysis of Overload Protection and Motor Torque Output for AC Motor Operated Valves" E5-001, Sub-Calculation CPL-MOV-051, Revision 2.
2.4 Control Wiring Diagram CAR 2166-B-401 Sheet 317, Revision 5.
2.5 Corrective Maintenance Procedure CM-I0002, Revision 4.
2.6 Valve Vendor Print 1364-53850, Revision 1.
Technical Manual ISP, Volume 2, Revision 18.
1CS-746 Page No: 3
Prepared By: Calc. IDs *CS-0021 Checked By: Revision: 2
2.0 REFERENCES
Continued 2.8 Chemical & Volume Control Piping, Reactor Auxiliary Building, Plans, CAR-2165-G-140, Revision 23.
2.9 Chemical and Volume Control System Description, SD-107, Revision 2.
2.10 Crane Technical Paper No. 410, Nineteenth Printing 1980.
2 ~ 11 Technical Memorandum "Performance and Properties of Limitorque Components", Number TM-G-XXXX-001, Rev. 0.
2.12 Piping Line List, CAR-1364-B-0070, Revision 44.
- 2. 13 Westinghouse E-Spec. No. G-678852, Revision 2.
2 ~ 14 Design Basis Document DBD-104, Revision 0.
2.15 RAB Tank Area Sections, CAR-2165-G-251, Revision 18.
a.zs Piping Isometric 1-CS-651, Revision 5.
2 ~ 17 Limitorque Order Sheet 3D0652-D 2.18 PCR-6547, Revision 1, "Alternate Mini-Flow Re-Design" 3 ' BASES AND ASSUMPTIONS
- 3. 1 Anal zed Confi ration The configuration assumed when performing this analysis is as follows:
Actuator Dat Limitorque Order Number: 3D0652-D Actuator Size & Type: SMB-00 1 Overall Unit Ratio: 82 ~ 0:1 Handwheel Ratio: 4 ~ 3P:1 Handwheel Efficiency: '5%
Worm Set/Gear Ratio: 45:p Worm Set Efficiency: 36%
Applications Factor: 0.9 Installed Spring Pack: 60-600-0047-1 Pullout Efficiency: 40%
Run Efficiency: 50%
Stall Efficiency: 50%
1CS-746 Page No: 4
Prepared By: Calc. ID: *C8-0021 Checked By: Revision: 2 3.1 Anal sed Confi ration Continued Motor Data Foot-Pounds: 10 RPM: 1700 Volts: 460 AC Manufacturer: Velan Valve Size & Type: 2-inch, globe Valve Pressure Class: 1500 psig Mean Contact Seat Diameter: 1.875 Stem Configuration: 1.125D-1/3P-2/3L Stroke Length: 1.5 inches 1 Walkdown Data "Motor-Operated-Valve Data Form" 2 NED Design Guide I.11 (Reference 2.1) 3 Limitorque Order Sheet (Reference 2.17) 4 Emdrac Print (Reference 2.7) 3.1.1
~ ~ Cross-reference Number s The Ebasco (construction identification) tag number for this valve is 2CS-V757SA-1.
~
The Westinghouse Identification Number and Location are 2TM78FNM and 8489A respectively.
3.2 Valve Function and Control Confi ration 3.2.1 Valve Function The alternate mini-flow line is for dead head protection of the CSIP's during safety injection (specifically the injection phase of the SIS operation). Valves 1CS-746 and 1CS-752 are designed to open automatically upon high RCS pressure (2300 psig) coincident with an "S" signal and will automatically close at the reset pressure of 1750 psig (Reference 2.18). These valves are located in parallel on the two alternate mini-flow lines which relieve to the RWST. I 1C8-746 Page No: 5
Prepared By: Calo. IDs *CS-0021 Checked By: Revision: 2 3.2.2 Control Confi ration The following statements are derived from references 2.4, 2.5 and 2 ~ 18 ~
This MOV automatically opens upon high RCS pressure (2300 psig) coincident with an "S" signal and will close at the reset pressure of 1750 psig.
Under normal conditions this MOV can only open if valves 1RH-25, 1RH-63 and either 1CS-165, 1CS-166 or 1CS-745 are closed.
This MOV trips out via the torque switch in the closing direction and is electrically de-energized by the open limit switch, in the opening direction.
The open torque switch and thermal overloads are automatically bypassed on loss of offsite power or a safety injection actuation.
- 1) The minimum torque delivered by the actuator motor is assumed to be 5.9 ft-lbs per reference 2.3.
- 2) The maximum torque delivered by the actuator motor is assumed to be 11.3 ft-lbs per reference 2.3.
- 3) The Stem Factor for a coefficient of friction of 0.15 is 0.0156 and a coefficient of friction of 0.2 is 0.0179 (reference 2.1).
- 4) The flow limiting component in the alternate mini-flow line is the fixed orifice. The flow capacity of this orifice is 60 gpm nominally (reference 2.18).
- 5) The maximum operating temperature and design temperature for line number 2CS2-785SN-1 is 130 F and 200 F respectively (reference 2.12).
- 6) Piping frictional losses are ignored when calculating differential pressure at the valve.
- 7) The 0.433 psig/ft conversion factor used in this calculation is based on water at 60 F (reference 2.10).
XCS-746 Page No: 6
Prepared By: Calc. ID: *CS>>0021 Checked By: Revision: 2 4 ' CALCULATIONS 4.1 Generic Letter 89-10 A licabilit Valve 1CS-746 is located in the CSIP alternate mini-flow line and is designed to open "S" automatically upon high RCS pressure coincident with an signal and automatically close at the reset pressure (Reference 2.18). The alternate mini-flow line is for dead head protection of the CSIP's during safety injection (specifically the injection phase of the SIS operation).
Based on the preceding paragraph and the guidance provided in reference 2.2, the requirements of Generic Letter 89-10 are a licable to this MOV.
4.2 Desi n Differential Pressure Evaluation 4~2~1 S stem Inlet Pressure Upstream .pressure will be assumed to be equal to the shutoff head of the CSIPs plus the static head of the RWST at its maximum level.
CSIP shutoff head:
6200 feet (ref. 2.7)
- 0.433 psig/foot = 2,684 psig Static Head:
RWST Maximum Level = 301 ft. (ref. 2.15)
Valve Elevation = 249 ft. (ref. 2.16)
(301 ft. 249 ft.)
- 0.433 psig/ft 23 Pressure is equal to: 2,707 psig s'pstream 4.2.2 Differential Pressure The maximum differential pressure (dP) occurs when maximizing the upstream and minimizing the downstream pressure. To maximize dP, it is assumed that the downstream pressure is psig. 0 Therefore, the maximum differential pressure is 2,707 psid.
1CS-746 Page No: 7
Prepared By: Calo. ID: *CS-0021 Checked By: Revision: 2 4.2.2 Differential Pressure Continued I
Note: The subject MOV is a pressure under the seat globe valve.
The most conservative opening differential pressure assumption is to assume 0 psid since any line pressure would assist the valve in opening. For this reason opening upstream pressure and differential pressure are not calculated.
- 4. 3 Valve Thrust 4.3.1 Valve Thrust Re ired at Maximum dP The maximum thrust requirements for the operation of this pressure under the seat globe valve may be determined by the following equations, which are provided by reference 2.1.
CLOSING THRUST = (dp
- A
- FV) + SBL + [SA*(P-dP))
OPENING THRUST = SBL (dP
- A) [SA*(P-dP))
where:
THRUST = The required stem thrust, in pounds-force.
The differential pressure across the valve.
The seat area of the valve, which is 2.76 square inches based on contact seat diameter (Section 3 1)
An empirical valve factor, which is 1.1 per reference 2.1.
SBL The stuffing box load, or packing drag, expressed in pounds-force. This is 1500 pounds per reference 2.1.
SA The area of the stem, in square inches. For the stem diameter given in section 3.1, this area is 0.99 square inches.
The inlet system pressure.
1CS-746 Page No: 8
Prepared By: Calo. ZD! *CS-0021 Checked By: Revision: 2 4.3.1 Valve Thrust Re ired at Maximum dP cont.
From the information given above, the closing thrust may be calculated.
CLOSING THRUST (2 i 707*2 76*1 1) + 1 i 500 + [0 99*(2 i 707 2 i 707]
~ ~ ~
8i218 + li500 + 0
= 9,718 pounds The value of 9,718 pounds includes a conservatism of approximately 10% due to the assumed valve factor of 1.1, and an additional conservatism of approximately 500 to 1,000 pounds due to the assumed packing load of 1,500 pounds (see attachment D).
In addition, normal CP&L practice is to multiply the calculated closing thrust by 1.15 in order to account for possible VOTES measurement errors and torque switch repeatability. Thus, the theoretical calculated closing thrust is 11,176 pounds.
NOTE: Liberty Technologies issued a 10CFR21 notification on 10/2/92 which documents potential thrust measurement inaccuracies due to torsional effects on small stems.
A review of the design of 1CS-746 has confirmed that the anti-rotation device is located in the yoke flange, above that portion of the stem where the VOTES calibrator was installed. Thus, the subject 10CFR21 notification does not apply to this valve.
The calculated minimum allowable closing thrust of 11,176 pounds is within the thrust capabilities and ratings of the valve and actuator, which are 14,432 and 14,000 pounds, respectively.
However, there is a concern that inertial effects may cause the final thrust to exceed the continuous ratings of the actuator and valve. A review of differential pressure test data for 1CS-752 (a sister valve), which was tested at approximately 2,730 psid, indicates that thrust at torque switch trip was 11,131 inertia pounds (attachment F). Final seating thrust due to was 13,432 pounds (attachment E), which represents a thrust increase of 21%.
Since the assumed VOTES measurement error is +10%, the actual final thrust may exceed the continuous thrust ratings of the actuator and valve. Thus, it is desireable, if possible, to adjust the torque switch to trip at a lower value of thrust.
1CS-746 Page No: 9
Prepared By! Calo. ID: *CS-0021 Checked By! Revision: 2 4.3.1 Valve Thrust Re ired at Maximum dP cont.
Test data for 1CS-752 indicates that flow isolation was achieved at 7,804 pounds (attachment C) of thrust at an indicated test dP of 2730 psid. This test was performed with a spool piece installed in lieu of the relief valve. The proposed configuration of multiple orifices installed upstream of the MOVs will reduce upstream pressure at the valve, thereby making the The average closing results of this previous test conservative.
packing load during the RF03 test of 1CS-752 was 456 pounds (attachment D). This packing load is included in the 7,804 pounds of thrust at flow isolation; therefore, the thrust required to overcome differential pressure is equal to 7,348 pounds. In order to allow for variations in packing, a packing load of 1500 pounds will be assumed.
From the information given above, the expected closing thrust may be calculated.
CLOSING THRUST = 7,348 + 1,500 + [0.99*(2,707-2,707]
7i348 + li500 + 0
= 8,848 pounds A differential pressure and line pressure of zero is assumed to provide for the most conservative opening thrust.
OPENING THRUST = 1,500 (0*2.76) - I'0.99*(0-0)]
1,500 - 0 0
= 1,500 pounds i.3.2 Minimum Allowed Dia ostic Th st The minimum allowable closing/opening thrust at torque switch trip shall be 1.15 times the calculated required thrust when actuator torque is > 50 foot-pounds and 1.20 when actuator torque is ( 50 foot-pounds, in order to account for possible measurement errors and torque switch repeatability. Thus, MINIMUM CLOSING DIAGNOSTIC THRUST = REQUIRED THRUST
- 1.15 8,848
- 1.15 10,175 pounds 1CS-746 Page No: 10
Prepared By: Calc. ID: *CS-0021 Checked By: Revisian: 2 4 ' ' Minimum Allowed Dia astic Thrust Continued MINIMUM OPENING DIAGNOSTIC THRUST = REQUIRED THRUST
- 1.20 1,500
- 1.20 1,800 pounds 4.i Recommended Minimum Tor e Switch Settin s The input torque (actuator torque) required to produce the thrust values calculated in section 4.3, may be calculated using the following equation (reference 2.1).
ACTUATOR TORQUE = THRUST
- STEM FACTOR Based on the stem factors given in section 3.3, Assumption 3, the actuator torque for the normal opening and closing conditions may be calculated as follows:
MINIMUM CLOSING TORQUE = 10,175
- 0.0179
= 182 ft-lbs MINIMUM OPENING TORQUE = 1,800
- 0.0179 32 ft-lbs i.5 Motor Ca acit Limits The available motor torque at degraded-voltage conditions limits the available actuator torque. If a torque switch is set above the minimum available torque, there is a possibility of stalling the motor before the torque switch can actuate. In order to prevent this situation, the maximum torque switch setting value shall not exceed the minimum available torque provided by the motor at degraded-voltage conditions.
1CS-746 Page No: 11
Prepared By: Calc. ZD: *CS-0021 Checked By: Revision: 2 4.5.1 Closin Actuator Tor e as Limited b Motor Ca acit According to reference 2.1, the closing actuator torque that will be developed by the minimum available motor torque (reference 2.3) is calculated as follows.
ACTUATOR TORQUE = MOTOR TORQUE
- UNIT RATIO
- RUNNING EFF.
- 0.9 5.9
- 82.0
- 0.50
- 0.9 218 foot-pounds 4.5.2 0 enin Actuator Tor e as Limited b Motor Ca ac t According to reference 2.1, the opening actuator torque that will be developed by the minimum available motor torque (reference 2.3) is calculated by:
ACTUATOR TORQUE = MOTOR TORQUE
- UNIT RATIO
- PULLOUT EFF.
- APPLICATION FACTOR 5.9
- 82.0
- 0.4
- 0.9 174 foot-pounds 4.6 Allowable 0 eratin Ran es 4.6.1 Maximum Thrust and Tor e Limits Thrust Limits The allowable thrust limits of the actuator and valve are shown below. The limiting components in the opening and closing directions define the maximum allowable continuous thrust setting.
COMPONENT LIMIT POUNDS SOURCE ACTUATOR *12 600 REF. 2.1 VALVE CLOSING **12 989 Attachment B VALVE OPENING **12,989 Attachment B This limit is 904 of the Limitorque qualified continuous rating.
These limits represent 904 of the Velan continuous duty ratings as provided in attachment B.
1CS-746 Page No: 12
Prepared By: Calc. XD: *CS-0021 Checked By: Revision: 2 4.6.1 Maximum Thrust and Tar e Limits Cantinued Tar e Limits The allowable torque limits of the actuator and valve are shown below. The limiting component defines the maximum allowable continuous torque setting.
COMPONENT LIMIT FOOT-POUNDS SOURCE MOTOR CLOSING 218 SECTION 4.4 MOTOR OPENING 174 SECTION 4.4 ACTUATOR *225 REF. 2. 1 SPRINGSET PACK 250 REF. 2.11
- This limit is 904 of the Limitorque qualified continuous rating.
4.6.2 E ivalent Varmshaft Tar e From reference 2.1, the wormshaft torque that must be applied to achieve a required output torque may be calculated by:
WORMSHAFT TORQUE = RE UIRED OU PUT TOR U WS RATIO
- WS EFFICIENCY 4.6.2.1 Clasin Warmshaft Tar e The equivalent wormshaft torque is provided for the purpose of verifying the closed torque switch setting with a torque wrench.
MINIMUM WORMSHAFT TORQUE 182 11.23 FOOT-POUNDS 45
- 0.36 135 INCH-POUNDS MAXIMUM WORMSHAFT TORQUE 2 8 13.46 FOOT-POUNDS 45
- 0.36 162 INCH-POUNDS 1CS-746 Page No> 13
Prepared By: Calc. ZD: ~CS-0021 Checked By: Revision: 2 4.6.2.2 0 enin Wormshaft Tor e For this valve the recommended minimum opening torque setting is 32 foot-pounds, and the maximum allowable open torque setting is 174 foot-pounds. However, it is not practical to set the opening torque switch with a torque wrench because this would cause the stem to be forced against the backseat. Therefore, the open torque switch shall be adjusted to a setting of "1" (Reference 2 ~ 11) .
4.7 Stall Evaluation According to electrical analysis (reference 2.3) performed for this valve, the maximum available motor torque at the most favorable conditions is 11.3 foot-pounds.
According to reference 2.1, the stall torque of the operator may be calculated by:
ACTUATOR STALL TORQUE MAXIMUM MOTOR TORQUE
- UNIT RATIO
- STALL EFFICIENCY 11.3
- 82.0 * .50 = 463 FOOT-POUNDS The corresponding stall thrust may be calculated as follows (reference 2.1):
Note: The stem factor for a coefficient of friction of 0.15 is used for conservatism (see section 3.3).
STEM FACTOR
~63 '= 29,679 POUNDS 0 0156 The one-time limits of the valve and actuator are as follows:
COMPONENT LIMIT SOURCE ACTUATOR TORQUE 500 FOOT-POUNDS REF. 2. 1 ACTUATOR THRUST 35 000 POUNDS REF. 2. 1 VALVE CLOS ING 35 616 POUNDS ATTACHMENT B VALVE OPENING 35,616 POUNDS ATTACHMENT B 1CS-746 Page No: 14
Prepared By: Calc. ZD: *CS<<0021 Checked By: Revision: 2 4.7 Stall Bvaluation Continued The calculated stall forces for this Motor Operated Valve (MOV) indicate that the potential does not exist for damage to the actuator and valve power train and load-bearing components.
4.8 Re ired Limit Switch Settin s As shown in reference 2.4, the actuator is equipped with a four train limit switch assembly, arranged in the following manner:
4.8.1 Bases of Limit Switch Set oint Re irements
~Rotor 1 Rotor gl acts as the open limit switch, in order to stop the motor after the valve has traveled to the full open position. It provides position indication (it turns off the green indicator lamps when the valve is full open). In addition, rotor N1 provides a bypass around the closing torque switch as the valve starts closed.
The practice at SHNPP has been to set the open limit switches to actuate when the disc is at 96% of full open position unless otherwise specified on the control wiring diagram (reference 2.5). Operating experience has shown that this setting provides for proper flow rate, however, RF03 testing of a sister valve identified that the valve stem was coasting into the backseat.
Thus, a setpoint of 96% may not be adequate and therefore, a setpoint of 90% is recommended (see Attachment A for justification).
Rotor 2 When the valve is given a signal to close, the motor runs in the closing direction until the torque switch is actuated, which stops the motor.
Rotor 42 is wired to provide a bypass around the open torque switch until the valve is unwedged. In addition, rotor g2 provides valve position indication (it turns off the red indicator lamps when the valve is fully closed).
1CS-746 Page No: 15
Prepared By: Calc. ID: *CS-0021 Checked By: Revision: 2 4.8.1 Bases of Limit 8witch Set oint Re irements Cont.
In order to assure proper position indication in the close direction, the close limit switch should be adjusted to indicate a closed condition only after the disc has covered the valve seat. The practice at SHNPP has been to set the close limit switches to actuate when the disc is at the 4% position unless otherwise specified on the control wiring diagram (reference 2.5). Operating experience indicates that 4% from fully closed is adequate to meet the setpoint requirements for rotor N2.
Thus, 4% is an acceptable setting, and can be retained.
Rotor 3 Rotor 43 is not used.
Rotor 4 Rotor 44 provides position indication to the main termination board.
to open It also provides a permissive which allows valve 1RH-25 provided valve 1CS-746 is closed and other conditions are met.
order to assure proper position indication in the close direction, the close limit switch should be adjusted to indicate a closed condition only after the disc has covered the valve seat. The practice at SHNPP has been to set the close limit switches to actuate when the disc is at the 4% position unless otherwise specified on the control wiring diagram (reference 2.5). Operating experience indicates that 4% from fully closed is adequate to meet the setpoint requirements for rotor N4.
Thus, 4% is an acceptable setting, and can be retained.
4.8.2 Limit Switch Settin Re irements Limit Switch Rotor Settin s In this case, the various limit switch rotors are required to be set as follows:
ROTOR 01: 90% of full open ROTOR 42: 4% of full open ROTOR $ 3 NA ROTOR 44: 4% of full open 1CS-746 Page No: 16
Prepared By: Calc. ZD: *CS-0021 Checked By- Revision: 2 4.8 ~ 2 Limit Switch Settin Re irements Continued The preferred method for setting limit switches is to determine the number of handwheel turns needed for a full stroke, and then to set the switches at the required percentages based upon that.
The total number of handwheel turns needed to stroke the valve may be handwheel determined ratio are ifall the stroke known.
length, thread lead, and The total handwheel(HW) turns to fully stroke the valve is calculated as follows:
TURNS~ = VALVE STROKE / THREAD LEAD
- HANDWHEEL RATIO 1.5 inches / .667 inches
- 4.38 9.85 handwheel turns 44 of 9.85 handwheel turns is equal to 3/8 handwheel turn.
104 of 9.85 handwheel turns is equal to 1 handwheel turn.
4.9 Nominal 0 eratin Time o eratin time is rovided for i o atio o as actual motor RPMs can va with a lied load. With the information provided in section 3.1, the stem nut revolutions per valve stroke and the stem nut revolutions per minute can be determined as follows:
STROKE'ominal
/ * = EGZK-LEAD 1.5 0.667 2.25 STEM NUT REVOLUTIONS/MINUTE MOTOR RP OVERALL UNIT RATIO 1700 82.0 20 '3 1CS-746 Page No: 17
Prepared By: Calc. ZD: *CS-0021 Checked Byt Revision: 2 i.9 Nominal 0 eratin Time Continued With these calculated values the nominal expected operating time of this valve can be calculated using the following equation:
STROKE TIME = STEM NU OLUTI S VALVE STRO STEM NUT REVOLUTIONS/MINUTE 2.25 20 '3 0 '1 MINUTES/VALVE STROKE 6.5 SECONDS/VALVE STROKE This valve has no specific stroke time requirements other than the generic 10 second maximum stroke time required by reference 2.13.
1CS-746 Page No: 18
Prepared By: Calc. ID! *CS-0021 Checked By: Revision: 2 5' RESULTS CONCLUSIONS AND RECOMMENDATIONS 5.1 Results and Conclusions
- 1) The actuator torque switch and limit switch ranges shall be established as shown in table 5.1.
TABLE 5 e 1 BASIC DATA AND SETO RE UZREMENTS CLOSING THRUST RANGE (POUNDS) OPENING THRUST RANGE (POUNDS)
MINIMUM MAXIMUM MINIMUM MAXIMUM 10 175 12 600 1 800 12 600 RECOMMENDED RECOMMENDED CLOSE TORQUE SWITCH SETTINGS OPEN TORQUE SWITCH SETTINGS MINIMUM ~
MAXIMUM MINIMUM MAXIMUM 182 FT-LBS 218 FT-LBS 32 FT-LBS 174 FT-LBS EQUIVALENT EQUIVALENT CLOSE WORMSHAFT TORQUE OPEN TORQUE SWITCH DIAL SETTING MINIMUM MAXIMUM MINIMUM MAXIMUM 135 IN-LBS 162 IN-LBS LIMIT SWITCH SETTINGS ROTOR ¹1 ROTOR ¹2 ROTOR ¹3 ROTOR ¹4 90% N/A 4%
1 HW TURN 3/8 HW TURN 3/8 HW TURN FROM FULL FROM FULL FROM FULL OPEN CLOSED CLOSED 5.2 Recommendations It is recommended that this valve be retested at maximum achievable differential pressure and flow upon completion of PCR-6547. The test results will be evaluated to confirm the setup ranges established in this calculation are acceptable.
1CS-746 Page No: 19
Attachment A Calc. No. CS~1 Revision 2 TELECON Valve No. 1CS-746 Page 1 of 1 BETWEEN:
MECHANICAL ENGINEER CAROLINA POWER & LIGHT AND: MR.
MANAGER OF ENGINEERING VELAN INC.
DATE: JANUARY 6, 1992 TIME: 2:35PM
SUBJECT:
2n AND SMALLER VELAN GLOBE VALVES MR. STATED THAT 90\ OF FULL OPEN STROKE WOULD ALLOW FULL DESIGN FLOW.
Attachment B Calc. No. 'CS4)021 Revision 2 Valve No. 1CS-746 Page I of 3 Number of pages YIA FAX including this page: Q Please reply by FAX to: Message No.: <'a ~8 To:
Q Head Office and Oate; 8 9Q Plant No, 1 (514) 748-8635 Q Marketing (514) 748-7592 Q Plant No. 2 (514) 341-3032 From: Attention:
Q Spare Parts (514) 342-2311 Q Plant No. 3 (802) 862-4014 Copies to:
Q Plant No. 4 (514) 378-6865 Subject/
Reference:
/~am nyk ~ W uaduaa.~+.
~. 45.0'F...,.......
~~ yga~imrm
Attachment B GLOBE VALVE - 2 in Calc. No. *CS4021 Revision 2 STEM ANALYSIS Valve No. 1CS-746 Page 2 of 3 UTILITY: CAROLZNA POWER AND LIGHT Order no. P9-W. I ~ D. 4: 2TM78FNM VALVE DWG: E73-62S Design Temp. 125 deg F STEM DWG. 7913-22 Pressure Class 1500 lb STEM THRD. 1 1/8 3 ACME double lead STEM MAT. SS 630 A 564 sa = 45950 Psi Code Case N-62-4 STEM DATA dl 0.792 in. root. dia of thread d2 0 917 in- dim. at. sec. d2 0.425 in. dim. at sec. k 0.396 in. rad. d/2 0.016 ft.lb./lb thread. fact:or 0.492 in."2 root area of thread 0.660 in. 2 area of sec. d2 a3 1.224 in."2 area at d2 in shear 0.039 in 4 polar moment of iner-t'.a ov: scam thread 0 in. eff. length of stem 0 in. torcpze arm radius 0.019 in."4 Moment of Inertia Er2'd TT'E2 2>E t TS 2d SLHd 3HUdS NU'Hah 9tST 26r $ 8 lDO
Attachment B Calc. No. 'CS-0021 Revision 2 GLOBE VALVE 2 in Valve No. 1CS-746 Page 3 of 3 STEM ANALYSZS UTZLZTY: CAROXZNA POWER AND LIGHT Order no. P9-W.I'D. 2TM78FNM VALVE DWG: E73-62S Design Temp. 125 deg F STEM DWG 7913-22 Pressure Class 1500 lb STEM THRD. 1 1/8 3 ACME double lead STEM MAT. SS 630 A 564 Sy ~, 113396 Psi Code Case N-62-4 STEM CALCULATION At Section d1 Max Tr 14432 lbs. from Eq. (19)
At Section d2 Max Tr 30347 lbs. from Eq. (20)
At Section k Max Tr 33756 lbs. from Eq. (21)
MAX Thrust/Torque CLOSZNG OPENING Tr./lbs. Tor./lb-ft Tr./lbs. Tor./lb-xt CONTINUOUS DUTY 14432 224 14432 224 ONE TIME 35616 554 35616 554 ErE'd 7 TK2 2IE ITS 2d SJ.Hd 3HUdS NU l3h Z1: ST 26 w 88 J.DO
AITACHMENTC
<<CS4021, Rev. 2 Page 1 of 1 Test: 4 Tag: iCS-752 3/23/3i 22'49'i 5000 VOTES 8ENSOR
-ioooo oIce = -7SM (Ihs) -isooo
.20000 52997 53997 5%997 55997 55897 57997 SWITCH A SWITCH B SWITCH C SWITCH D 52997 53997 5%997 55997 55997 57997 Tin: im Seconds 55.397 1CS-752: Flow Isolation/Seating Thrust 2730 PSID
ATI'ACHMENTD
- CS4021, Rev. 2 Page 1 of 1 Test: i Tag: iCS-752 3(23/3i 22'25'45
.%50 VERS SENSOR
-%60 orce = -456
( 1hS) -%~0
-%80 25209 25309 25%09 25509 25609 25709 OLS 25209 25309 25%09 25509 25C09 25709 Tiae in Seconds 25.453 Y-EXPO ON 1CS-752: Average Closing Packing Load, Static Conditions
ATlACHMENT E
'CS4021, Rev2 Page 1 of 1 Ted: 4 Tag: iCS-752 3(23/3i 22'49'i VOTES BEMOR orce = -i3432
-i5000 (Ih )
-20000 5530% 55%0% 5550% 556 5570% 5580%
SMITCH A SMITCH B SMITCH C SMITCH D 5530% 55%0% 5550'} SS6 SP0% SSS0%
Tiae im Seconds 55.688 Y-EKPND ON 1CS-752, Final Thrust Due to Inertia
A1TACHMENT F CS-0021, Rev.2 Page 1 of 1 Test' Tag'C8-752 3/23/3i 22'49'i
-F0000 V jTES SENSOR orce = -iii3i15000
)
.20000 5550% 55%0% 550'f 5560'I 5570% 5580%
SWITCH A SMITCH B SWITCH C SWITCH 9 5530'f 55%0% 550't 5560% 5570'f 5580%
Time in Seconds 55.488 'Il'-m'll ox 1CS-752, Thrust At Torque Switch Trip
Attachment G Calc. No. 'CS~1 Revision 2 E DES>~ ~ER3:mumm RzcoR)) Valve No. 1CS-746 Page 1 of 2 I~~f~ to Verification PcrscÃ%%tl Plant Project 4 g( ] Seismic 4 (Class A)
(Class B)
Fflc No. Level ( ] FP 4 (Class 0)
Oocuncnt No. C 0 I Rev ( ] Other Ocsign verification should be done in accordance ufth ANSI N45,p I), Scctfon 6, as amended by Regulatory Guide 1.64, Rev. 2.
Special instructions:
Oisciplinc Project Engineer II. f Veri Icatf cn Oo~tatf cn Appl f cabf l I ty Ofsci t inc Ofsci fne Necnanf ca L X] Civil Structural (]
HVAC Seismic Eaufp. Oual. (]
ELectricaL Civil Stress (]
fSC Ff re Protect Ion (]
Envirormantai Oual iffcation (]
Humn Factors []
Naterials (]
(]
Other []
Verification Nethods Used:
Oesign Review ( ] Alternate Calculations [ ] oualfffcation testing Ocsign Oocunent Acccetable: ~Y Ocsign verifier
~ No ( ] . ccaaants attached.
oats '~ V4 Ackncwlcdgcment okgerfff~tfm+ ~
(OPE) oats III. Rcsolutfm at Ccmmnst Cazeants Resolved (See Attached):
(RE) Oate Action taken makes Ocsign Oocusents Acceptable:
Oesign veriffer Oats (OPE) Oate Proc. 3.3 Rev. 38
Attachment G Calc. No. CS4021 Revision 2 Ualve No. 1CS-746 OISCIPLIRE OESICS VERIFIClTIM RSXRO Page 2 of 2 CA%EST SHEET Plant Pr oieot File Qo.
Oocmmn Mo. ~S&oZl a Z This sheet is catv recaired Men coocaents are, bein% nba.
Cccooant Resolved Mo Resolution lnitfatlOate
~ V1 ~
".;ev. >>'0
Eeet.osuRa 2
SUMMARY
OF EVALUATION FOR SUPPORTS AND PIPE SUPPORT CALCULATIONS FOR REDESIGNED ANCHORS
PIPE SUPPORT EVALUATION The Civil Engineering pipe support effort for this modification consisted of the redesign of pipe hanger anchors CS-H-4400, CS-H-4403, and CS-H-4406, as well as the review of 29 other hangers for load changes. The anchors were redesigned due to new anchor locations. All support impact resulted from changing the piping model by removing the relief valves, adding flow orifices and adding strainers.
The three anchors referred to above were redesigned and new calculations were created. A copy of the calculations are attached.
The 29 hanger calculations were reviewed for load changes and the new loads were compared to the loads used in the existing analysis. The load comparison evaluation showed that the minor load changes on all of the 29 hangers were within the design margin of the existing calculations. Therefore, these hangers were found to be acceptable without modification.
324~
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CAROLINA POWER 8c LIGHT COMPANY
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Justification for Change Approval:
Minor Change (i.e., editorial, reference dimension, etc.), Supplementary Calculations are not attached.
Other (provide basis, attach supplementary calculations) su/ <7 /7 U7/ ~ /8 ACCT ~E'C, EE~V$ 6 pIdP SEC7/OAJ OFBP7/DS 7+9~ 7X O'X4 X ~cP.
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- Signatures indicate design verification has been performed in accordance with NED Procedure 3.3. This form serves as the design verification record.
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"'"': CHavi~I $ VDL.UH& ~rlZOI
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i DE Mod Number ~R-4~+7 FR Number Calculation Affected C-CS-8 - ~D Drawing Affected Reason for Change:
SUPP& RE ' - ld'r~Zg R PHrrsuu N&J " SZ chz<CWK PU~P Wrml FLouJ PzczRc.
57RHxnJE'ustification for Change Approval:
Minor Change (i.e., editorial, reference d'mension, etc.). Supplementary
~ Calculations are not attached.
Other (provide basis, attach supplementary calculations)
CdC.c ~ drzach'C2-DPE*
Pr r
- Signatures indicate design verification has been performed in accordance with NED Procedure 3.3. This form serves as the design verification record.
CALCULATION NO PAGE t REV /
LIST OF EFFECTIVE PAGES PAGE REV PAGE REV PAGE REV ATTACHMENTS
NED Guideline E-4 ATTACHMENT D CALCULATION NO ~ +" ~ 'H- +SO PAGE REV /
TABLE OF CONTENTS Page No.
List of Effective Pages Table of Contents Purpose List of References Body of Calculation Conclusions Attachments Page(s)
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CAROLINA POWER & LIGHT COMPANY c-cz-H- 0+oz Checked by: Date:
Pg. of Rev.
CALCULATION SHEET Tar /PID No.: File:
Project
Title:
Calculation
Title:
Status: Prelim. Q Final ~ Void Q PuRpo <E 7o Prov'/kE4'ArcffoR s ppdg7
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88 C/8 ZZ / 7 'ACHE'/gee 7< y 7.O 7hZ 8'EZZio.'EWE>
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CAROLIHA POWER fi LIGHT COHPANY PLANT CALCULATIONNUMBEII HARRIS NUCLEAR PLANT 141-1A PCH/HD NUMBER PAOE REVISION PCR-6547 SUBJECf nornmivnu>s wrrlALs/DATE SI CHARGING PUMP ALTERNATE MINI-FLOW LINE, RELIEF CHECKER'S INIITALS/DATE VALVES REMOVED, FLOW ORIFICES AND STRAINERS ADDED WITH LEAD 'BLANKETS. ~
y Q~emeu 'Leou Vev ('ave. f.eL-N LQL-2 0~a 14'..
HANGER NO.CS- -4 03 NODE PT. ISO NO> - 36-CS-59 SUPPORT Bf.- 1 LR L-Z,
~ Q SYSTEM CONDITION Fx Fy Fg Xx Ãy Rz (LBS) (LBS) (LBS) (FT-LBS) (FT-LBS) (FT-LBS)
Nn 8 51 DEADWEIGHT -406. 2~ -7 l. I.
26.
THERMAL I Lola 104. -35 5l -Z.Z 5h I'I3 PP I
-43 ~
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l1 ZZ ISR sb 30 Lo IZ. Lo 341 162. 159. 101. 92. 45.
DBE(Inertia)
'L3 138.
Q1 H Z'I'I "I I 'I4 286. 258. 161. 141.
UPSET (+) $ 05 UPSET (-) 2.2. D EMERGENCY +
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THERMAL (NakMAL)
I 0.00 0.00 0.00 THERMAL IZ THERMAL III II>tNT ACCUKÃl)
NOTES: l. +X ~ NORTH, +Y ~ UP, +2 ~ EAST.
- 2. Sate. 5mms C av. XQi,-2 Voc Geo Qz~*v~~,
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Status: Prelim. Q Final $ f Void
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FOR'8 NO. 78055 REV. 10/85 Comnuted bv: Date: Calculation ID:
CAROLINA POWER 6 LIGHT CO~~ C-CS- h'- ++o2 Checked bv: Date: Pg. of Rev.
CALCULATION SHEET Tar /PID No.: File:
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Commuted.
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by:
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CAROLINA POWER 6 LIGHT CP~~ C'-cs-+ ~g Pg. of Rev.
CALCULATION SHEET Tar/PID No.: File:
Project
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JOB NO.
CALC NO.
PREPARED BY 4-CS'- ff-4+0~
NE035/11 1 ~ 1 1 ~ 1 ~ 1 1 ~ 1 1 1 1 ~ 1 ~ 1 ~ 1 1 ~ ~ ~ ~ ~ 1 PROJECT DATE SNT NO.
CHECKED BY DATE 92.09.25
~ 1 1 1 ~ 1 1 DATE PAGE t1 1
1 CALC FID'TtACHMENT" OF
- 1111**** 1 ~ ~ 11 ~ 1111 ~ 1** ~ 11 ~ ~ ~ ~ 1 1 t ~ 1111 ~ ~
c~se > f F~E 4 3c "W.
EEEEEEEEE 0000000 33333333 55555555 EE E 00 00 33 55 .
EE 00 00 33 55 EEEE 00 00 3333333 55555555 EE 00 00 33 55 EE E 00 00 33 55 EEEEEEEEE 0000000 33333333 55555555 VERS ION LEASED AUGUST 1989 SER NANUAL VERSION 8 THEORETICAL NAKUAL VERSION: 8 VER I F I CAT ION NANUAL VERS I ON: 10 1 ~ ~ ~ 1 ~ 1 1 1 ~ 1 ~ 1 *1 ~ 1 1 ~ 1 1 1 1 1 1 ~ 1 1 1 ~ 1 ~
- IN CASE OF PROBLEHS MITH NE035, CONTACT THE
~ BASEPLATE USER REPRESENTATIVES LOCATION EXTENSION 1
~ 11 ~ ~ ~ ~ 11 ~ 1 ~ 11 ~ ~ *~ 1 ~ ~ 1 ~ 1*1 ~ ~ ~ 1111 1 1 1 ~ 1 1 ~ 1 1 ~ 1 ~ ~ ~ 1 ~ 1 ~ ~ 1 1 1 1 1 1 ~ 1 1 1 ~ ~ 1 ~
COPYRIGHT 1984,1987 BECHTEL POMER CORP. ALL RIGHTS RESERVED.
~ ~ 1 1 1 1 ~ 1 1 ~ 1 ~ 1 1 1 ~ 1 *1 1 1 ~ 1 1 1 1 1 1 1 ~ ~ 1 1 1 1 ~ 1 ~ 1 1 1
HE035/11 DATE 92 09 25 PAaE 2 tIOPt404tt ~0~%1tlltO+yyyygy~OtlttOtOOOtlt1ttlt001P 0 PREPROCESSOR lNPUT DATA CARDS 111I110ltltOttt1tlltttttt11WtfO~lt011fttttlttlt1111*liteeeltttt1ttfll0001tototll CARD NO 1 2 -3 4 5 6 12345678901234567890123456789012345678901234567890123456789012345678901234567890 7 8 1 3 FlLEKAHE>HHPBP24 TYPE F-2 EHBED PLATE (BX1) CASE 1 CS.H.4403 2 SIT g ~ g 1/
3 COH ~ g g @4000/
4 PLA 6,11 ~ gd,30/1/29/
5 BPR ~, 1,d,dE5,1.25E6,5987,3473/
6 BOL 3,2,1,1.5,3/
7 BOL 3y6g 1 ~ 1 ~ 5 ~ 15/
8 BOt. 3,10,1,1.5,27/
9 BOL 5,2,1,6.5,3/
10 BOL 5/6/1,6.5,15/
11 BOL 5,10,1,6.5,27/
12 END/
13 ATT 4,63.5,15/
14 JST 4,6,3,2,180/
15 JST 3,6,2,1 ~ 180/
16 1ST 2,6,7,3/90/
17 JST 2,7,3 '/0/
18 JST 3/7/4/2,0/
19 JST 4,7,5,3,0/
T 5,7,5,6,270/
T 5,5,4,3,180/
ST 4,5,3,2, 180/
23 JST 3,5,2,1 180/ ~
24 1ST 2,5,6,3,90/
25 END/
26 END/
27 POl 4,6/
28 LOA 1,550, -794,990,19120, -31056, 12512/
29 LOA 2, -550,794,990, -19120,31056, -12512/
30 EKD/
31 EHD OF JOB
- ~ END OF lNPUT DATA ~
I%035/11 DATE 92-09-25 PAGE 3
>>>>tt>> ~ >>>>t>>t>>t>>>>>>>>ttt>>tttt>>>>t>>>>ttttttttt>>
PREPROCESSOR INPUT DATA CARDS
~ >>tttttttttt>>tttt>>>>t>>ttt>>>>>>>>>>>>>>>>1>>>>tt>>>>>>ttt>>ttltttttttttttttttt>>ttttttttttttttttttttt CARD NO 1 2 4 5 6 12345678901234567890123456789012345678901234567890123456789012345678901234567890 7 8 1 3 F ILENANE>>HKPBP24 TTPE F-2 EHBED PLATE (8X1) CASE 1 CS.H.4403 2 OJT 0>> 0 0>> 1 0 3 CON 0 0 0 0.000 4000.000 0.000 0.000 0.000 0.000 4 PLA 6>> 11 0 8.000 30.000 1.MO 29.000 0+000 0.000 5 BPR 0>> 0 1>> .880E+06>> .125E+07 .599E+04>> .347E+04>> 0.0 0.0 6 BOL 3>> 2 1>> 1.500 3.000 0.000>> 0.000 0.000>> 0.000 7 BOL 3>> 6 1>> 1.500 15.000 0.000>> 0.000>> O.OM>> 0.000 8 BOL 3>> 10 1>> 1.500 27.000 0.000>> 0.000 0.000 0.0M 9 BOL 5>> 2 1>> 6.500 3.000 0.000>> 0.000>> 0.0M>> 0.000 10 BOL 5>> 6 1* 6.500>> 15.000>> 0.000>> p pppt 0.000 0.000 11 BOL 5>> 10 1>> 6.500 27.000 0.000 0.000>> 0.000 0.000 12 END 13 ATT 4>> 6 3.500 15.000 0.000 0.000 14 JST 4>> 6 3>> 2.000 180.M0>> 0.000 3>>
15 16 17 JST 1ST JST 2
2>>
6 6
7 r
2 3>>
1.MD>>
3.0M>>
1.000 180.000 90.000 0.000 0.000 0.000 0.0M 18 JST 3>> 7 4>> 2.MP>> 0.000 0.000 JST 4>> 7 5>> 3.MO 0.000 0 000>>
T 5>> 7 5>> 6.000>> 270.000 0 000>>
5>> 4>> 3.000>> 180.000>> 0.000>>
JST 4>> 5 3>> 2.000 180.000 0.000>>
23 JST 3>> 5 2 1.000>> 180.000 0.000.
24 IST 2 5 6>> 3.000* 90.000 0.000>>
25 END 26 END 27 POI 4>> 6 0 0.000 0.000 0.000 0.000 0.000 28 LOA 0 0 1>> 550.0 -794.0 990.0 19120.0 .31056.0 12512.0 29 LOA 0 0 2>> .550.0>> 794.0>> 990.0 -19120.0 31056.0 -12512.0 30 END 31 END OF JOB
~ END Of INPUT DATA DECK ~
NE 035/11 DATE 92-09-25 PAGE 4 ttttttttttttttttttttttttttttttttttttttlttttttttttttttttttttttttttttttttttttttt FlLENANEtHNPBP24 TTPE F-2 ENBED PLATE (8X1) CASE 1 CS H.4403 ttttttttttttttttttttttttt1tttttttt1tttttttttt11tttttt1*ttt11tttttttttttt11ttttttttttt 1NPUT PARANETERS PLATE THlCKNESS ...... .. ~ 1.000 PLATE X DlllENSlON ~~ ~ ~ ~~ ~ 8.000 Y-DlNENSlON .. 30.000 NODULUS OF ELASTlClTY .290E+08
~ ~
CONCRETE NODULUS .. .360E+07 CONC. C(WP. STRENGTH ~ ~ ~ ~ 4000.0 BOLT LOCATlONS BOLT l J NODE X.COORD. Y.COORD.
1 3 2 24 1.500 3.000 2 3 6 28 1.SOO 1S.OOO 3 310 32 1.500 27.000 4 5 2 46 6.500 3.000 5 5 6 50 6.500 15.000 6 510 54 6.500 27.000 BOLT PROPERTIES BOLT STIFFNESS (LB/lN.) ALLOMABLE FORCE (LB)
TENS lON SHEAR TEN SlON SHEAR
.MOE+06 .125E+07 5987. 3473.
.BME+06 .125E+07 5987. 3473.
.8ME+06 .125E+07 5987. 3473.
.880E+06 .125E+07 5987. 3473.
.880E+06 .125&07 5987. 3473.
.880E+06 .125 E+07 5987. 3473.
NE 035/11 DATE 92 09 25 PAGE 5
) ttttttttttttttttttttt'tt*ttt'ttttttttttttttttttttttttttttttttttttttttttttfttftf t t FILENANEtHNPBP24 TYPE F-2 ENBED PLATE (8X1) CASE 1 CS H 4403 ttttttt1ttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttt1ttttttttttttttt NON STANDARD ATTACHHENT DATA ATTACHNENT NLNBER 1 SEGHENT NIWBER ... 1 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HE I 0HT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ 2.000 ORIENTATION ANGLE 180.0 THICKNESS ~ ~ .~.~~~ 0.000 SEGNENT NWBER ... 2 TYPE ~~~~ ~ ~ ~ ~ ~ ~ ~ ~~ . JST HEIGHT ~~~ ~ ~ ~ ~ ~ ~ ~~ 0.000 D I STANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ 1.000 ORIENTATION ANGLE 180.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGHENT NIWBER ... 3 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IST HEIGHI' ~~ ~ ~ ~ ~ ~ ~ ~~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ 3.000 ORIENTATION ANGLE 90.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGHENT NUHBER ... 4 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ 1.000 ORIENTATION ANGLE 0.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGNENT HISSER ". 5 TYPE ~~~~ ~~~ ~~ ~~~e JST HEIGHT ~~ ~~ ~~~ ~~~~ 0.000 0 I STANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ 2.000 OR I ENTAT ION ANGLE 0.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ 0.000
NE 035/11 DATE 92 09.25 PAGE 6 tttttttttttttttttttttttttttt~ttttttttttttttttttttttttttttt'ttttttt1*tttttt FILEMANEtHNPBP24 TYPE P-2 EMBED PLATE (8X1) CASE 1 CS H 4403 ttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttt NON.STNNARD ATTACHMENT DATA SEGMENT NWBER ~ ... 6 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~~~~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ 0.000 0 I STANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 3.000 ORIENTATION ANGLE ...... 0.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGMENT ROBER ~ ~ ... ~ ~ ~ 7 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 6.000 ORIENTATION ANGLE ...... 270.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGMENT NBER ~ ~ ~ ~ ~ ~ ~ ~ ~ 8 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ....""......". 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o~ ~ ~ 3.000 ORIENTATION ANGLE ~~ ~ ~ ~ ~ 180.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGMENT NNBER ....."" 9 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~~ ~ 2.000 ORIENTATION ANGLE .. 180.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGMENT MQIBER ~ ~ ~ ~ ~ ~ ~ ~ ~ 10 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~~~ ~ ~ ~~ ~ ~ ~ ~o~~~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1.000 ORIENTATION ANGLE ~ ~ ~ ~ ~ ~ 180.0 THICKNESS ~ ~ ~ ~ ~ ~~~~~~ ~ ~ ~ 0'000 SEGMENT IQSER o....o.o. 11 TYPE ~~~ ~ ~ ~ ~ ~ ~~~~ ~~ ~~ ~~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ o~~~~~~~~ 0.000 DISTANCE ~~~ ~~ ~ ~ ~~~ ~ ~ ~ ~~ 3.000 ORIEMTATIQI ANGLE .. 90.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000
NE 035/11 DATE 92-09.25 PAGE 7 tttttttttttttttt~~t~ ~~ttttttttttttttttttttttttt't't'ttttttttttttt FLLENANEtHNPSP24 TYPE F-2 9$ ED PLATE (8X1) CASE 1 CS H 4403 ttt1ttt1tttttttttttt1tttttttttttttttttttttttttttttttt*ttttt1tttt*tttttttttttt1ttttttt LOADlKQ COND I T IONS LOADlNQ CASE NO. t 1 LOADINGS APPLlED AT NODE t 67 FMCE FX t 550.00 FORCE FY ~ -794.00 FORCE FZ < 990.00 IDENT NX t 19120.00 NCKENT NY < -31056.00 IDENT NZ ~ 12512.00 LOADlkG CASE kO. ~ 2 LOADlkGS APPLIED AT NIXIE t 67 FMCE FX ~ -550.00 FMCE FY ~ . 794.00 FMCE FZ t 990.00 NCIIENT HX ~ -19120.00 NCKENT NY ~ 31056.00 NOHENT NZ ~ -12512.00
NE 035/11 DATE 92-09 25 PAGE 8
~ tltttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttfttt FILENANEtHNPBP24 TYPE F 2 EKBED PLATE (8X1) CASE 1 CS-H-4403
~ ttt1tttt11ttttttttttttttt1t11ttttt1ttttttttttttt1tttttttt1ttttttttt1t1ttt1tttttttttt BASEPLATE CONNECTlVITY ELEKENT KQ) E ELEKENT KCDE KO. JA JB JC JD KO JA JB JC JD 1 1 12 13 2 2 2 13 14 3 3 3 14 15 4 4 4 15 16 5 5 5 16 17 6 6 6 17 18 7 7 7 18 19 8 8 8 19 20 9 9
11 9
12 20 23 21 24 10 13 10 12 10 13 21 24 22 25 '411 13 14 25 26 15 14 15 26 27 16 15 16 27 28 17 16 17 28 29 18 17 18 29 30 19 18 19 30 31 20 19 20 31 ., 32 21 20 21 32 33 22 21 23 34 35 24 22 24 35 36 25 23 25 36 37 26 24 26 37 38 27 25 27 38 39 28 26 28 39 40 29 27 29 40 41 30 28 30 41 42 31 29 31 42 43 32 30 32 43 44 33 31 34 45 46 35 32 35 46 47 36 33 36 47 48 37 34 37 48 49 38 35 38 49 50 39 36 39 50 51 40 37 40 51 52 41 38 41 52 53 42 39 42 53 54 43 40 43 54 55 44 41 45 56 57 46 42 46 57 58 47 43 47 58 59 48 44 48 59 60 49 45 49 60 61 50 46 50 61 62 51 47 51 62 63 52 48 52 63 64 53 49 53 64 65 54 50 54 65 66 55
HE035/11 DATE 92.09.25 PAGE 9
~ tttttl*tltttttttttttllt'1ll' ll'1'll'1~ tlttlttttttl*lltttltllttlltttltlltlttttlll1 FILENANE1HNPSP24 TYPE F-2 EHSED PLATE (SXT) CASE 1 CS-H 4403 1 1*tttttt111111111***1*tltlttttttttlttlllltlltttttttttltttlttt**tttttt'ttttttltlttttttt NODAL COORD I NATES I J F RAKE NODE X Y 2 LINE LINE NCOE COORDINATE COORDINATE COORDINATE 1 1 1 0.000 0.000 0.000 1 2 2 0.000 3.000 0.000 1 3 3 0.000 6.000 0.000 1 4 4 0.000 9.000 0.000 5 5 0.000 12.000 0.000 1 6 6 0.000 15.000 0.000 1 7 7 0.000 18.000 0.000 1 8 8 0.000 21.000 0.000 9 9 0.000 24.000 0.000 1 10 10 0.000 27.000 0.000 1 11 11 0.000 30.000 0.000 2 1 12 .500 0.000 0.000 2 2 13 .500 3.000 0.000 2 3 14 .500 6.000 0.000 2 4 15 .500 9.000 0.000 2 5 16 .500 12.000 0.000 2 6 17 .500 15.000 0.000 2 7 18 .500 18.000 0.000 2 8 19 .500 21.000 0.000 2 9 20 .500 24.000 0.000 2 10 21 .500 27.000 0.000 2 11 22 .500 30.000 0.000 3 1 23 1.500 0.000 0.000 3 2 24 1.500 3.000 0.000 3 3 25 1.500 6.00D 0.000 3 26 1.500 9.000 0.000 3 5 27 1.500 12.000 0.000 3 6 28 1.500 15.000 0.000 3 7 29 1.500 1S.OOO 0.000 3 8 30 1.500 21.000 O.OOD 3 9 31 1.500 24.000 0.000 3 10 32 1.500 27.000 0.000 3 11 33 1.500 30.000 0.000 4 1 34 3.500 0.000 0.000 4 2 35 3.500 3.000 0.000 3 36 3.500 6.000 0.000 4 4 37 3.500 9.000 0.000 4 5 38 3.500 12.000 0.000 4 6 39 3.500 15.000 0.000
KE 035/11 DATE 92.09.25 pACE 10
~ tttt*ttttttttttttt*lttttttttttttttlttttttttttttttttttttttttttttttttttttttttttt FILENANEaNNPBP24 TYPE F 2 ENSED PLATE (8X1) CASE 1 CS-H.4403 *
~ ttttttttttttkttttt1t1tttttttt1tttttttttttttttttttttttttttttttttttttt1ttttttttt1tttt NODAL COORDINATES I J FRANE NQ)E X Y 2 LIKE LINE KCOE COORD I NATE COORD I NATE COORD I KATE 7 40 3.500 18.000 0.000 8 41 3.500 21.000 0.000 9 42 3.500 24.000 0.000 3.500 27.000 0.000 2'6 10 43 11 44 3.500 30.000 0.000 1 45 6.500 0.000 0.000 6.500 3.000 0.000 3 47 6.500 6.000 0.000 4 48 6.500 9.000 0.000 5 49 6.500 12.000 0.000 6 50 6.500 15.000 0.000 7 51 6.500 18.000 0.000 8 . 52 6.500 21.000 0.000 9 53 6.500 24.000 0.000 10 54 6.500 27.000 0.000 11 55 6.500 30.000 0.000 6 1 56 8.000 0.000 0.000 6 2 57 8.000 3.000 0.000 6 3 58 8.000 6.000 0.000 6 59 8.000 9.000 0.000 6 5 60 8.000 12.000 0.000 6 6 61 8.000 15.000 0.000 6 7 62 8.000 18.000 0.000 6 8 63 8.000 21.000 0.000 6 9 64 8.000 24.000 0.000 6 10 65 8.000 27.000 0.000 6 11 66 8.000 30.000 0.000 NODES AT APPLICATION OF LOADS 4 6(OFFSET) 67 3.500 15.000 .500
NE035/11 DATE 92 09 25 PAGE 11
~ ~~~~yyyyygyygggg~)))~~gyp(gyp'~tHOIIIOlttt11tlttOOOllt FlLENANEsNNPBP24 TYPE F 2 ENBED PLATE (8XT) CASE 1 CS.H 4403 1
~ Ot10111111l110&l1f t11t1ttt~tt'W1114lltlt00011tttt1*11t1OPttttl1ttlttt11t1 CONCRETE STlFFNESS DATA NODE EFFECTlVE CONCRETE NODE EFFECT lVE CONCRETE AREA l ST F FNESS AREA STlFFNESS 1 ~ 375 .104E+06 2 .750 .208E+06 3 .750 .208E+06 4 .750 .208E+06 5 .750 .208E+06 6 .750 .208E+06 7 .750 .2ME+06 8 .750 .208E+06 9 .750 .208E+06 10 .750 .208E+06 11 .375 .104E+06 12 1.125 .312E+06 13 2.250 .625E+06 14 2.250 .625E+06 15 2.250 .625E+06 16 2.250 .625E+06 17 2.250 .625E+06 18 2.250 .625E+06 19 2.250 .625E+06 20 2.250 .625E+06 21 2.250 .625E+06 22 1.125 .312E+06 23 2.250 .625E+06 24 4.500 .125E+07 25 4.500 ~
.125E+07 26 4.500 .125E+07 27 4.500 .125E+07 28 4.500 .125E+07 29 4.500 .125E+07 30 4.500 .125E+07 31 4.500 .125E+07 32 4.500 .125E+07 33 2.250 .625E+06 34 3.750 .104E+07 35 7.500 .208E+07 36 7.500 .208E+07 37 7.500 .208E+07 38 7.500 .208E+07 39 7.500 .208E+07 40 7.500 .208E+07 41 7.500 .208E+07 42 7.500 .208Ei07 43 7.500 .2m+07 44 3.750 .104Et07 45 3.375 .937K+06 46 6.750 .187E+07 47 6.750 .187E+07 48 6.750 .187E+07 49 6.750 .187E+07 50 6.750 .187K+07 51 6.750 .187E+07 52 6.750 .187E+07 53 6.750 .187E+07 54 6.750 .187E+07
- 55. 3.375 .937K+06 56 1.125 .312E+06 57 2.250 .625E+06 58 2.250 .625E+06 59 2.250 .625E+06 60 2.250 .625E+06 61 2.250 .625E+06 62 2.250 .625E+06 63 2.250 .625E+06 64 2.250 .625E+06 65 2.250 .625E+06 66 1.125 .312E+06 QltlATION OF EFFECTlVE AREAS > 240.000 PLATE AREA 240.000 TOTAL CONCRETE STTFFNESS a .666Et08
%03j/11 BATE 92 O9-25 PAGE 12 PLOT PLAN VIEM OF THE BASEPLATE MHERE THE X AXIS (CONSTANT J LINES) ARE NORIZONTAL~ AHO THE Y AXIS (CONSTANT I LINES) ARE VERTICAL.
NJJJKJJJJJJJJNJJJJJJJJJJJJ44hfAIJNJJJJJJJJJJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I B I 8 I NJJJNJJJJJJJBBBJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJJJJJJJJJBBBJJJJJJJJJJJJN I I B I B I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NJJJNJJJJJJJJNJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I KJJJNJJJJJJJJNJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJN
I I
I I
I I
I I
I I
I I
I I
I I
I JJ JJJJJJJJJJJN I A I A I A I A I A I A I A I A I A I A I A I A I A I A I A I A I A I A J JJJJJJJJJJJJJJJJJJJJJJJJJJJAJJJJJJJJJJJJJN I A I A I A I A I A A
I A I A I A I A I A I A A
I A I A I A I A JJ JJJJJJJJJJJN I I I I I I I I I I I I I I I I I I I I
I I I I I I I '. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NJJJNJJJJJJJJNJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NJJJNJJJJJJJJNJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I S I B I NJJJNJJJJJJJSBBJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJJJJJJJJJBSBJJJJJJJJJJJJN I I S I 8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I "I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NJJJNJJJJJJJJNJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJN
PROaRAN: NE035 RASEPLATE SIR+- S9601 0110 AAN 8014 DATE- 92.09-25 REI.EASE 11 KOS/VE TINE: 10:53:07 PAGE t 13 ttttttttttttttttttttttttttttttttttttttttttttt
~ SEQ IN SOLUT ION P RASE LOAD CASE NO:
ttttttttttttttttttttttttttttttttttttttttttttt TITLE: FILEKAHEtKKPSP24 TYPE F-2 EHSED PLATE (8XI) CASE 1 CS.N.4403 LOAD CASE KO.
(T 0 P I' N V A L U E S)
D I SPLACEHE NTS KODE 0 I SPL. KCOE DISPL.
62 .685353E-02 5 -.191326E-02 63 .620190E-02 16 -. 147032E.02 61 .609194E.02 4 -.129075E.02 51 .550537E-02 6 -.114674E-02 60 .526031E-02 15 .978655E-03 52 .506041E-02 17 ..691929E-03 50 .C72195E-02 27 -.566160E-03 64 .397056E.02 3 -.477061E-03 49 .395085 E-02 11 -.394188E-03 59 .394491E-02 7 -.361038E 03 QUADR I LATERAL PLATE PRINCIPAL STRESSES ELENENTS + 2 FACE ELEN SI QW ELEH Sl QW ELEH SI QIA ELBI SIQW 4 -3846. 14 -3801. C7 3647. 37 3359.
24 -2917. 27 2489. 17 2097. 48 1944.
38 1933. 28 1837.
E L E N E N T S - 2 FACE EL EN S I QW ELEN S I QW ELEN Sl QW ELEN Sl QW 47 -3954. 37 -3379. 14 3351. 4 3057.
24 2841. 27 -2190. 48 2049. 3 -2022.
13 -1952. 38 -1834.
CON CR ET E LOAD S K(OE 2-PRESS NODE 2-PRESS IKSE 2-PRESS NCOE 2-PRESS 5 -531. 16 -408. 4 -358. 6 -318.
15 -272 17 -192. 27 -157. 11 -109.
26 -99. 22 -94.
PROGRANs NE035 BASEPLATE SNN: $ 9601 0110 AAH 8014 DATE: 92-09-25 RELEASE 11 NOS/VE 1.5.3 L765 TINE! 10:54:32 PAGE 14 BOLT LOADS NODE X SHEAR Y-SHEAR SRSS TENSION 24 323. -156. 359. 21.
28 129. -234. 268. 194.
32 '177. -181. 253. 184.
46 324. -102. 340. 628.
50 128. -46. 136. 4155.
54 -178. -75. 193. 1111.
BOLT INTERACTION EOUAT ION EQUATION>((TENSION/TALLN)~ 1.000+(SHEAR/SALL%)~~ 1.000))~ 1.000 NODE TENSION SHEAR TENSION SHEAR INTERACT SAFETY ALLOM ALLOJ RATIO RATIO RATIO FACTOR 24 5990. 3470. .003 .103 .107 9.360 5990. 3470. .032 .077 .109 9.138 32 5990. 3470. .031 .073 .104 9.642 46 5990. 3470. .105 .098 .203 4.930 5990. 3470. .694 .039 .733 1.364 si 5990. 3470. .185 .056 .24'I 4.148 tH01111ilt1101411110001I011111000I000110IIII 0 E N D LOAD CASE
PROGRAN: NE035 QASEPLATE SINAI: S9601 0110 AAN 8014 DATE: 92 09-25 RELEASE 11 NOS/VE 1.5.3 L765 TlNE: 10:54:32 PAGE: 15 tttttttttttlttttttttttttttttttttttttttttttttt SEGlN SOLUT lON PHASE
~ LOAD CASE NO ttttttttttttttttttttttttttttttttttttttttt*tt' TlTLE: FlLENANEtHNPBP24 TYPE F 2 ENSED PLATE (F1) CASE 1 CS N.4403 LOAD CASE NO.
(T 0 P T E N V A L U E S)
D l S P L A C E N E N T S NODE DISPL. HQ)E D lSPL ~
5 .702977E 02 62 -.173157E-02 16 .656655E-02 63 -.109723E 02
.643646E.02 61 .106081E.02 6 .621388E-02 51 -.568531E.03 15 .602761E.02 56 -.379196E-03 17 .574981E.02 64 -.365284E.03 27 .564397E-02 52 -.319490E.03 7 .539708E.02 60 -.259792E.03 26 .522830E.02 45 -.254871 E.03 18 +494210E.02 34 -.149459E.03 QUADR l LATERAL PLATE PR 1NCI PAL STRESSES ELENENTS + Z FACE ELEN Sl QIA ELEN Sl QIA ELEN SlGHA ELEN SlGNA 4 4606. 14 4472. 24 3760. 47 -3124.
37 .2M8. 34 2430. 3 2330. 13 2204.
23 1902. 12 -1691.
E L E N E N T S - 2 FACE ELBI SlQIA ELHI SlQIA ELBI SlQIA ELEN SlGNA 14 -3800. 4 -3682. 24 -3512. 47 3356.
37 2755. 34 -2742. 12 1975. 13 -1964.
3 -1941. 23 -1906 CONCRETE LOADS NCOE 2 PRESS NODE Z PRESS N(mE Z PRESS IIODE Z-PRESS 62 .481 ~ 63 .305. 61 -295. 51 -158.
56 -105. 64 -101. 52 -89. 60 -72.
45 .71. 34 .41.
PROGRAN: NE035 SASEPLATE SM: S9601 0110 AAH 8014 DATE: 92-09.25 RELEASE 11 NOS~ 1.5.3 L765 TIKE: 10:55:09 PAGE:
SOLT LOADS 0 \ 0 Ng)E )( SHEAR T SHEAR SRSS TENSION 24 -323. 156. 359. 1153+
28 -129. 234. 268. 4241.
32 177 181. 253. &23.
46 -324. 102. 340. 208.
50 -128. 46. 136. 206.
54 178. 75. 193. 8.
eOL T I N T ERIC T ION EauA T ION E(NIATION ((TENSION/TALLOJ)tt 1.000+(SHEAR/SALLOM) 1.000))*t 1.000 K(mE TENS IOI SHEAR TENSION SHEAR INTERACT SAFETT ALLOM ALLOM RATIO RAT10 RAT10 FACTOR 24 5990. 3470. .193 .103 3.379 28 5990. 3470. .708 .077 1.274 32 5990. 3470. .104 ~ 073 77 5.654 46 5990. 3470. .035 .098 .133 7.534 5990. 3470. .034 .039 .074 13.584 si 5990. 3470. .001 .056 .057 17.567 ttttttltttttttttttttttttttttttttttttttttttttt
- E N D LOAD CASE 2
~ tttttttttttttttttttttttttttttttttttttttttttt
~ tttttttttttttttttttttttttt*ttttttttttttttttt END POSTPROCESS I NG ttttttttttttttttttttttttttttttttttttttttttttt
NE035/11 PATE 9P 09 P5 CALC ID PAGE 1 ATTACHMENT PROJECT t IIIII~ IIIII~ IIIt ~ IIIIt IIIIIIII AAE gF
/S' JOB NO.
CALC NO. C-C H- ++DZ SHT NO.
PREPARED BY DATE CHECKED BY DATE
~ II~ ~ t t I*I*IIIIIIIIIIII~ III~ IIII~ ~
EEEEEEEEE 0000000 33333333 55555555 EE E 00 00 33 55 EE 00 00 33 55 EEEE 00 00 3333333 55555555 EE 00 00 33 55 EE E 00 00 33 55 EEEEEEEEE 0000000 33333333 55555555 VERS I ON LEASED AUGUST 1989 USER NANUAL VERS ION 8 THEORET ICAL NANUAL VERSION: 8 VER IF ICATION NANUAL VERSION: 10 IIII~ I*I*~ IIIII*IIIIIII I IN CASE OF PROBLENS NITH NE035, COHTACT THE
- BASEPLATE USER REPRESENTATIVES:
NANE LOCATIOH EXTENSION I I
I>> ~ IIIIIt I*I~ II~ IIt IIIII*III IIIIIIII~ IIII~ *II**IIIIIIII~ IIII COPYRIGHT 1984,1987 BECHTEL POMER CORP. ALL RIGHTS RESERVED.
111111*1 *I ~ 111 ~ ~ 111 ~ I I t**1*111111111 ~ 11
HE035/11 DATE 92 09 25 PAGE 2
~~gff+ffg~gg*ggfftttltt111lt**01101ttlteyyygg~fQ*ffyttt0t1t0t0f 00 Ifttt0t00 0l1t PREPROCESSOR lHPUT DATA CARDS
~ ii*1014111111*1fO~~iiiii~yiiitiOiOititOOt040i*iiitkti11ii01t *****
CARD 1 6 7 8 HO 12345678901234567890123456789012345678901234567890123456789012345678901234567890 1 3 F1LENANEQHNPBP25 TYPE F-2 EHBED PLATE (8X1) CASE 2 CS-H-4403 2 OUT ~ gg1/
3 CON g ~ g ~ 4000/
4 PLA 5,78,18,1,29/
5 APR 1,6,6,.25,.25/
6 BPR gt1g8.8E5,1.25E6,5987,8100/
7 BOL 2,2, 1, 1.5,3/
8 BOL 2,6,1,1.5,15/
9 BOL 4,2, 1,6.5,3/
10 BOL 4,6,1,6.5,15/
11 EHD/
12 TUB 3,4,1,3.5,9/
13 EHD/
14 POl 3,4/
15 LOA ~ ~ 1 ~ 550'94e990 ~ 19120r 31056e12512/
16 LOA 2,.550,794,990,.19120,31056, -12512/
17 END/
18 END OF JOB
~~* END OF INPUT DATA *~~
HE035/11 PATE 92.09-25 PAGE 3
- >>**i>>i>>i>>>>>>>>>>>>>>ti*>>1>>>>>>i>>>>>>>>>>>>i>>11>>>>1>>i>>iii>>11>>ii>>*>>it>>1>>ii>>>>>>t>>>>i*i>>>>i>>i>>it
>> PREPROCESSOR INPUT DATA CARDS >>
1*11>>>>>>>>>>it>>11*>>1>>111>>i>>*i>>i*ii**1111>>>>1>>>>1>>>>>>>>>>i>>i>>>>>>1>>i>>i>>i>>i>>i>>i>>i>>i>>i>>>>i>>i>>i>>i>>i>>
CARD 1 2 3 4 5 6 7 8 NO 12345678901234567890123456789012345678901234567890123456789012345678901234567890 1 3 FlLEHAHE>>HNPBP25 TYPE F-2 EHBED PLATE (BX1) CASE 2 CS-H-4403 2 OUT 0* 0 p>>
3 CON 0>> 0 0* 0.000>> 4000.000>> 0.000>> 0.000>> 0.000>> 0.000 4 PLA 5* 7 0>> 8.000* 18.000>> 1.000>> 29.000* 0.000>> 0.000 5 APR 0>> 0 1* 6 000>> 6 000>> 250>> 250 0.000* 0.000 6 BPR 0>> 0 1>> .880E+06>> .125E+07 .599E+04* .810E+04>> 0.0>> 0.0 7 BOL 2. 2 1* 1.500>> 3.000* 0.000>> 0.000* 0.000* 0.000 8 BOL 2>> 6 1>> 1 500>> 15 000>> 0.000>> 0 000* 0.000>> 0.000 9 BOL 4* 2 6.500. 3.000>> 0.000>> 0.000. 0.000>> 0.000 10 BOL 4>> 6 1>> 6 500>> 15 000>> 0 000>> 0 000>> 0.000>> 0.000 11 END 12 TUB 3* 4 1>> 3.500>> 9.000>> 0.000>> 0.000>>
13 END 14 Ppl 3>> 4 p>> p ppp>> p ppp>> p ppp>> p ppp>> p ppp>>
15 LOA 0>> 0 1>> 550.0>> .794.0>> 990.0>> 19120.0>> .31056.0>> 12512.0 16 LOA 0>> 0 2>> -550.0* 794.0>> 990.0>> -19120.0>> 31056.0>> -12512.0 17 END 18 EHD OF JOB
- >> EHD OF 1HPUT DATA DECK **i
HE035/11 DATE 92-09-25 PAGE 4 tttttttttttttttttttt'ttttttttttttttttttttt*ttttttttt*ttttttttttttttttttttt*ttttt FILENAHE HNPBP25 TYPE F-2 EHBED PLATE (BX1) CASE 2 CS-H 4403 t tttttttttttttttttttttttttttttttttt'tt'tttttttttttttttt*tttt*ttttttttttttttttttttttttltt INPUT PARAHETERS PLATE THICKNESS ......... 1.000 PLATE X-DIHEHSION ....... 8.000 Y-DIHENSION 18.000 NODULUS OF ELASTICITY ... .290E+08 CONCRETE NODULUS . " .... ~ .360E+07 CONC. COND STRENGTH 4000.0 BOLT LOCATIONS BOLT I J NODE X-COORD. Y.COORD.
1 2 2 9 1.500 3.000 2 2 6 13 1.500 15.000 3 4 2 23 6.500 3.000 4 4 6 27 6.500 15.000 BOLT PROPERTIES BOLT STIFFNESS (LB/IK.) ALLOMABLE FORCE (LB)
TENSION SHEAR TENSION SHEAR
.880Ei06 .125E+07 5987. 8100.
.880E+06 .125E+07 5987. 8100.
.880E+06 .125E+07 5987. 8100.
.880E+06 .125E+07 5987. 8100.
ME035/11 BATE 92-09.25 PAGE 5 Itttttti**tttttt*ttttttttttttttttittti*tttiiiittt*ttit**tttttttttttttttttitttit FILENAMEtHHPBP25 TYPE F-2 EMBED PLATE (BX1) CASE 2 CS H-4403
~ tttttttttttttttttttttittttiitttttttttttttttltttttttt*tttttt*t*tttttttt'tttttttttttttt ATTACHMENT DATA ATTACHMENT NUMBER 1 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ TUB PROPERTY NUMBER .... 1 0 DIMENSION . ~ .. ~ 6.000 I LINE NUMBER ~ ..... 3 8 OIMENSIOH ..... 6.000 J LINE NUMBER ...... 4 HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 X.COOROINATE ....... 3.500 THICKNESS (71) " .250 Y COORDIHATE ....... 9.000 THICKNESS (72) " .250 ORIENTATIOH ANGLE .. 0.0
HE035/11 DATE 92-09-25 PAGE 6 1111t**ttttttttttttt'tt't'tt' 't'tt'
'tttttttt*ttttttttttttt*tttt'ttttttt*ttttttttttt 1
FILENAME=NMPBP25 TYPE F-2 EMBED PLATE (BXI) CASE 2 CS H-4403 *
~ tttttt*tttttttttttttttttttttttt***tttttttttttttttttttttttttttttttttttttttt*ttttttttt LOADING CONDITIONS LOADIMG CASE MO. ~ 1 LOADINGS APPLIED AT NODE ~ 36 FORCE FX % 550.00 FORCE FY i -794.00 FORCE FZ ~ 990.00 HOHEMT HX ~ 19120.00 HOHEMT HY ~ -31056.00 HOHEMT HZ > 12512 F 00 LOADING CASE NO. ~ 2 LOADINGS APPLIED AT MODE i 36 FORCE FX > -550.00 FORCE FY t 794.00 FORCE FZ i 990.00 HCHENT HX ~ .19120.00 HOHENT HY > 31056.00 HOHENT HZ > -12512.00
HE035/11 DATE 92-09.25 PAGE 7 itllti1I11ilttttt1tt1PiltlOiiOililiOOllg*yyy*g*ytt11POOOlii1tttt10iitti1111111t FlLENAHEsNNPBP25 TYPE F-2 EHBED PLATE (BX1) CASE 2 CS-N 4403 *
~ ttt00114ittS*1*ttitttt1tt1t*it1iit' '+' '++Otltlt110*ti10t00100t10$ *tti11*4111*tP1%14111 BASEPLATE CONNECTlVlTY ELEHENT KOOE ELEHEN'T NODE NO. JA JB JC JD KO. JA JB JC JD 1 1 8 9 2 2 2 9 10 3 3 3 10 11 4 4 4 11 12 5 5 5 12 13 6 6 6 13 14 7 7 8 15 16 9 8 9 16 17 10 9 10 17 18 11 10 11 18 19 12 11 12 19 20 13 12 13 20 21 14 13 15 22 23 16 14 16 23 24 17 15 17 24 25 18" 16 18 25 26 19 17 19 26 27 20 18 20 27 28 21 19 22 29 30 23 20 23 30 31 24 21 24 31 32 25 22 '5 32 33 26 23 26 33 34 27 24 27 34 35 28
HE035/11 OATE 92-09 25 PAQE 8
~ ttttttttttt*tttttttttttttttttttt*tttttttttttt**t*ttttttttttttt*tttttttttttttt t
FILEHAHEtHNPBP25 TYPE F-2 EMBED PLATE (8X1) CASE 2 CS.H-4403
~ tttttttttttttttlttt1*ttltl1tttttt1t1ttttttt1ttttttttt1ttttttttt1ttttttttttttttttt1**
NCOAL COORDINATES I J FRAME X Y 2 LIME LINE NOOE COORDINATE COORDINATE COORDINATE 1 0.000 0.000 0.000 2 0 ~ 000 3.000 0.000 3 0.000 6.000 0.000 4 0.000 9.000 0.000 5 0.000 12.000 0.000 6 0.000 15.000 0.000 7 0.000 18.000 0.000 8 1.500 0.000 0.000 9 1.500 3.000 0.000 10 .500 6.000 0.000 11 .500 9.000 0.000 12 .500 12 F 000 0 F 000 13 1.500 15.000 0.000 14 1.500 18.000 0.000 15 3.500 0.000 0.000 16 3.500 3.000 0.000 3 17 3.500 6.000 0.000 3 18 3.500 9.000 0.000 3 19 3.500 12.000 0.000 3 20 3.500 15.000 0.000 3 21 3 ~ 500 18.000 0.000 4 22 6.500 0.000 0.000 4' 23 6.500 3.000 0.000 24 6.500 6.000 0.000 25 6.500 9.000 0.000 4 26 6.500 12.000 0.000 27 6.500 15.000 0.000 4 28 6.500 18.000 0.000 5 29 8.000 0.000 0.000 5 30 8.000 3.000 0.000 5 31 8.000 6.000 0.000 5 32 8.000 9.000 0.000 5 33 8.000 12.000 0.000 5 34 8.000 15.000 0.000 5 35 8.000 18.000 0.000 NODES AT APPL I CAT IOH OF LOAOS 3 4(OFFSE T) 36 3.500 9.000 F 500
HE035/11 DATE 92-09-25 PAGE
~ 1t*tttlttkttlt1tltll41IPIII1111110010layyyyygyygyPtt01lt0011tttt100110ty+)jggf FILEHAKEsKHPBP25 TYPE F 2 EHBEO PLATE (BX1) CASE 2 CS-K-4403
+'+I**000tl1tk*tt000**tttt*OP10tttlttt+ ~ '+1ltf1100tktttOOtttk*1ftt001tllf'tlatttttltttel CONCRETE STIFFNESS DATA NODE EFFECTIVE CONCRETE NODE EFFECTIVE COHCRETE AREA STIFFNESS AREA STIFFNESS 1 1.125 .380E+06 2 1.875 .633E+06 3 1.125 .380E+06 .750 .253E+06 5 1.125 .380E+06 6 1.875 ~ 633E+06 7 1.125 .380E+06 8 2.625 .887E+06 9 5.250 ~ 177E+07 10 5.250 .177E+07 11 5.250 .177E+07 12 5.250 .177E+07 13 .5.250 .177E+07 14 2.625 .887E+06 15 3.750 .127E+07 16 7.875 .266E+07 17 8.625 .291E+07 18 9.000 .304E+07
'19 8.625 .291E+07 20 7.875 .266E+07 21 3.750 . 127E+07 . 22 3.375 .114E+07 23 6.750 .228E+07 24 6.750 .228E+07 25 6.750 .228E+07 26 6.750 .228E+07 6.750 '.228E+07 28 3.375 .114E+07 1.125 .380E+06 30 2.250 .760E+06 2.250 .760E+06 32 2.250 .760E+06 33 2.250 .760E+06 34 2.250 .760E+06 35 1.125 .380E+06 1
SUHMATIOH OF EFFECTIVE AREAS m 144.000 PLATE AREA ~ 144.000 TOTAL CONCRETE STIFFNESS > .486E+08
~** INPUT DATA PROCESSING CONPLETE. ~~~
NE035/11 DATE 92-09 25 PAGE 10 R PLOT PI.AH VIEM OF THE BASEPLATE, MHERE ANIS (CONSTANT J LINES) ARE HORIZONTAL~ AND THE T ANIS (CONSTANT I LINES) ARE VERTICAL~
NJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJH I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 8 I B I NJJJJJJJJJJJBBBJJJJJJJJJJJJJJJJJJHJJJJJJJJJJJJJJJJJJJJJJJJJJJBBBJJJJJJJJJJJJH I 8 I I I I I I I I I- I I I I I I I I I I
HJJJ JJJJJJJJJJJJJH I A I A I A I A I A I A I A I A A
I A I A I A I A I
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PROGRAH: KE035 BASEPLATE SNUH: S9601 0110 AAN 8015 DATE: 92.09-25 RELEASE 11 NOS/VE 1 ',3 L765 TIKE: 10:55:44 PAGE: 11 01 11 1PP1011000tt10*f tt+*yyygyyyyyyy*jtPlii1tl
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FILENAKE~NNPBP25 TYPE F-2 EHBED PLATE (BX1) CASE 2 CS N 4403 LOAD CASE NO, 1 (T 0 P T E N V A L U E S)
D I S P L A C E H E N T S NCOE DISPL. NODE D ISPL.
33 .620874E-02 3 -.135401E.02 32 .582501E 02 2 -.959458E-03 31 .527734E-02 10 .941597E.03 26 .500365E.02 4 .897977E-03 25 .454502E-02 7 ..590503E.03 34 .454058E 02 1 -.530048E-03 24 .408283E.02 11 .477146E-03 27 .357956E 02 5 .429463E.03 30 .349911E.02 6 ..243172E-03 23 .258474E-02 9 -.137765E-03 1 U A 0 R I L A T E R A L PLATE PRINCIPAL STRESSES ELEHENTS + Z FACE ELEH SIGNA ELEH S I GHA ELEH SIGNA ELEH SIGHA 17 4741. 23 4312. 11 3014. 2 -2867.
14 2366. 20 2342. 5 2062. 19 .1918.
24 .1889. 8 -1546.
ELEHENTS - 2 FACE ELEH Sl GHA ELEH Sl GHA ELEH S IGHA ELEH SIGMA 17 -4605. 23 .4443. 14 .2683. 11 -2675.
2 2661. 20 -2198. 24 1899. 19 1890.
8 1701. 5 -1602.
CONCRETE LOADS NODE 2 PRESS NODE Z PRESS NODE 2-PRESS NODE Z-PRESS 3 -457. 2 .324. 10 -317. 4 -303.
7 -199. 11 -161. 9 .46. 8 -44.
14 -11. 12 .6.
PROGRAN: NE035 BASEPLATE SNUN: $9601 0110 AAH 8015 DATE: 92 09-25 RELEASE 11 NOS/VE 1.5,3 L765 TINE: 10:56:02 PAGE: 12 BOL*-T LOADS NODE X.SHEAR Y-SHEAR SRSS TENSION 9
13 594.
-319,
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23 593. .7. 593. 2275.
27 -319. 0. 319. 3150.
BOLT INTERACT ION EOUAT ION EQUATIONt((TENSION/TALLOM)tt 1.000+(SHEAR/SALLOM)tt 1.000))tt F 000 NCOE TENSION SHEAR TENSION SHEAR INTERACT SAFETY ALLOM ALLOll RATIO RATIO RATIO FACTOR 9 5990. 8100. .001 .088 .089 11.263 13 5990. 8100 ~ .098 .063 .161 6.211 23 5990. 8100..380 .0?3 .453 2.208 27 5990. 8100..526 .039 .565 1.769 ttitttitttt**ttttttttttttttittt*tttitttttittt t E N D L 0 A 0 CASE
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- 10000*10101001001*00000*0*0001100000000000000 TITLE~ FII.EHAHE0HHPBP25 TYPE F.2 EHBED PLATE (SX1) CASE 2 CS-H-4403 LOAD CASE HO. 2 (T 0 P T E M V A L U E S) 0 I SPLACEHE HTS NODE DISPL. NODE DISPL.
3 .645676E-02 33 .1C7581E-02 10 .600036E 02 32 .109617E-02 4 ~ 594732E-02 34 .905492E-03 11 .549689E-02 29 -.588216E-03 5 .543703E.02 31 -.579969E-03 12 .498749E.02 35 ..430385E.03 2 .492961E-02 26 -.368S69E-03 9 .377422E.02 30 -.305957E-03 6 .371726E-02 27 -.203192E-03 17 .330949E 02 28 ..117708E-03 Q U A 0 R I L A T E R A L PLATE PRINCIPAL STRESSES ELEHENTS + 2 FACE ELEH SIGMA ELEH S I GHA ELEH S IGHA ELEH SIGMA 2 SC25. 8 4462. 1C 3132. 5 2731.
23 -2643. 17 -2201. 1 -2196. 11 2178.
6 .2101 ~ 22 -1850.
ELEHENTS - 2 FACE ELEH S IGHA ELEH SIGHA ELEH SIGNA ELEH SIGHA 2 .4903. S .4399. 14 .343C. 5 .3038.
23 2621. 11 -2226. 1 2196. 6 2088.
17 2006. 20 .1828.
C 0 N C R E T E LOAD S NODE Z-PRESS NODE 2-PRESS NCOE Z.PRESS NXE Z.PRESS 33 -498. 32 -370. 34 .306. 29 -199.
31 -196. 35 -145. 26 -125. 30 -103.
27 -69. 28 .40.
PROGRAN: NE035 BASEPLATE SlQI: S9601 0110 AAH 8015 DATE: 92-09-25 RELEASE 11 NOS/VE 1.5.3 I.765 TIKE: 10:56:12 PAGE: 14 BOLT LOADS NODE X-SHEAR Y-SHEAR SRSS TENSION 9 -594, -
391. 711. 3321.
13 319. 396. 508. 2327.
23 -593. 7. 593. 524.
27 319. 0. 319. 0.
BOLT INTERACT ION EOUAT ION EOUATIONq((TENSION/TALLOllee 1 000~(SHEAR/SALLN)*e 1 000lloo 1 ~ 000 NODE TENSION SHEAR TENSION SHEAR INTERACT SAFETY ALLOI ALLON RATIO RATIO RAT!0 FACTOR 9 5990. 8100. .554 .088 .642 1.557 13 5990. 8100. .388 .063 .451 2.216 23 5990. 8100..087 .073 .161 6.224 27 5990. 8100..001 .039 .040 24.790 411141PIOOPIPOOIIIP11100000i0100000100I100111
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INTERDISCIPLZNE REVIEW REQUEST (ZRR)
IRR g' e leal/ Plant ~H Too Unit/Subunit V U Fromm Unit/Subunit u d ov d c v M d Details of Review Request: REFERENCE - PCR-6547, DELETION OF RELIEF VALVES AND ADDITION OF ORIFICES AND STRAZNERS ~
ATTACHED ARE THE SIGNED OFF SUPPORT LOAD SHEETS FOR PCR-6547 AS WE KNOW IT AS OF 12:00 P.M.
ON SEPTEMBER 25,1992. PLEASE USE THESE LOADS IN YOUR SUPPORT DESIGNS AND EVALUATIONS FOR THE ABOVE MENTIONED PCR. THESE LOADS ARE AS GOOD AS THE INFORMATION USED TO DEVELOP THEM SINCE NO APPROVED DRAWINGS HAVE BEEN RECEIVED AS OF THIS WRZTZNG.
IF THERE ARE ANY QUESTIONS PLEASE CONTACT JOHN HOPKINS AT X-6734 ~
sponse Required By:tt e Responsible Supervisor/Dat~n thorized Man<<hours e
Charge Number MAPS Project No.: C -6 47 Phase: Act ivity a Response/Justifications Attachments (list):
Responsible Supervisor/Date Actual Man-hours expended Distribution:
NED Guideline No. E-24 Revision 4 (EG66f re
I TEM QTY PART 0 NO. NO. STATUS DE SCRIP TION TS ~ C
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lg Signatures indicate design verification has been performed in accordance with NED Procedure 3.3. This form serves as the design verification record.
OTY PART 0 DE SCRIP TION 40 NO. STATUS
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>U+Pd+7 ~FX4~E8 7-~ SrW+Zn/ PEur " S< CZamruZ Un78 Wfn// Fdd~ PM/RC ~ 4'~HA'IA'EA Justification for Change Approval:
Minor Change (i.e., editor:al, reference dimension, etc.). Supplementary Calculations are not attached.
Other (provide basis, attach supplementary calculations)
CASES 8-Tach'Eh DPE*
+Signatures indicate design verification has been performed in accordance with NED Procedure 3.3. This form serves as the design verification record.
CALC~TION NO.
PAGE /
REV /
LIST OF EFFECTIVE PAGES PAGE REV PAGE REV PAGE REV ATTACHMENTS
ATTACHMEÃT D CALCULATION NO. 4-CS'-/Y-~Oh PAGE II REV /
TABLE OF CONTENTS Page No.
List of Effective Pages Table of Contents Pu rp o s e ~ ~ ~ ~ ~
List of References Body of Calculation Conclusions Attachments Page(s)
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Calculation
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CAROLINA POWER & LIGHT COMPANY C-c's'- p-~b
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Project
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R~F. HTrgCZ. 'B Zg. C Ma &Se
GTICES 3.3Q WHO'D/25. 1OA1.08. PAGE 1 CALC ID'TTACHMENT" P OF PAGE ttttttttttttttttttttttt100ttt ttttttttttttttttt tttt1111*111ttttttt*111 GEORGIA INSTITUTE Of TECINOLOGY INTEGRATED CCNPUTER ENGINEERING SYSTEH GTICES 3.3$ - GEORGIA TECN PRIÃERIETARY PRQNICT GENERATEO 88/02/16. 15.25.46.
DATE ~ 92/09/25.
GTI CES 3.3B'2/09/25. 10.41.08. PAGE 2.
NPUT>> L~>>PLo99999>>~e Bf
>>CALC NO NNP-PCR-6547>>
o4>> PDA>> LT~>> S1 oSDATA>> QA>>NC, P~-
>>PN~7>> FILQA%CS-N-4406>>
ttttt1 1 tttOOt111 t
'1 tt OOOO GTSTRUDL 1
1 11111 11 11 OOOOO OO 1
~ 11 OOOttttttl OOOOOO OOOOOO OOOOOO tt 11 AttN 1 tO OOOOOOOOOO 11 1
- 11 **11 ~1 OOOOOO tt tt 11 1O t OOOOOOOOOO
- tttttt tt 11 11 11 11 11 11 11 11 11 11*111 t ttttt 1 11 11 1111 1*111 111111 ~
SHIED BY AND PROPRIETARY TO THE GEORGIA TECH RESEARCH CORPORATIOI 1
RELEASE DATE VERSIOI Ne LEVEL CQtPLET ION NO.
KARCH 1988 8701CDC 0 2180/85 1
~ ttttttt11t11111111111 ttttttttttttttttttttttttttt 1111 ACTIVE UNITS - LENGTH INSIGHT ANGLE TEKPERATURE TIKE 1111 ASSWED TO BE INCH PING RADIAN FAHRENHEIT SECOND TYP SPA FRA UNIT IN LBS DEG JOI COO 1 00.00 00.00 00.00 S 2 00.00 20.00 00.00 3 3.207 20.00 1.403 4 12.965 20.00. 5.672 5 16.00 20.00 7.00 KEK INC 11 2 I 223 I 334 F445 KEK PROP 1 T 'TUBE80'TS6X6X6' T 'AISCPIPE'P4.00XS'EK PROP PRIS 2 4 AX 10 AY 10 AZ 10 IX 100 IY 100 IZ 100 SY 100 SZ 100 CONSTANTS E 29.00Eb ALL G 11.15E6 ALL DEN 0.283 ALL BUT 0.0 %N 2 4 BETA 0. ALL BUT 23.6 %N 1 POI 0.300 ALL S
CALC NO NNP-PCR-6547 GTICES 3.3Q 92/09/25. 10.41.14. PAGE 3.
cc<cccccccccccccccccccccc<<ccccccccco>>i>>>jj>M>>>i>>>>>>>>>>j>>>jj>j>>>>>
c ACTIVE UNITS MEME:LS LENGTN INCH c
TOTAL LENGTH, MEIGHT ANO VOLTE FOR SPECIFED HEHSERS LENGTH ~ 3.7464E+01 iKIGHT ~ 5.8992E+01 VOL Mf s 2.765SE+02 c
c ccc<ccccccccccccccccccccc<<cc<ccccc<~M ip>ijpixppphhpppp0phpM ipi jiiiiiiii PLOT DEVICE PRINTER LEN 6 PLOT PLANE XY PROJ JOI 1 2 5
ClLC NO NNP-PCR.6547 GT I CES 3.3$ 92/N/25. 10.41.16. PAGE 4 TIW: WWIZONTAL SCALE ~ 2 50OQ IN WITS PER IKCN VERTICAL SCALE ~ 2.6667 IN UNITS PER INCH a
T 5
X t
Ntttt+t )tttttttlttttttttttttttttttS PLOT I NTERPRETATIOI t SIDE SELOIGING TO INIE ELBKNT SIDE SELLING TO TlO OR NORE ELEMENTS REE JOINT LOCATIONS T JOINT LOCATIOIS R
CALC NO HNP.PCR.6547 GTICES 3.38 92/09/25. 10.41.16. PAGE 5 2 LOADS FOR JOINT 5 LOAD 1 JOI 5 LQA FOR X 213 LOAD 2 JOI 5 LOA FOR Y 839 LOAD 3 JOI 5 LOA FOR Z 540 LOAD 4 JOI 5 LOA NCN X 2964 LOAD 5 JOI 5 LOA NQI Y 2352 LOAD 6 JOI 5 LOA NN Z 7128 S
S EQ. 6 LOADS FOR JOINT 5 S
LOAD 7 JOI 5 LOA FOR X 383 LOAD 8 JOI 5 LOA FOR Y 1003 LOAD 9 JOI 5 LOA FOR Z 721 LOAD 10 JOI 5 LOA NOI X 3948 LOAD 11 JOI 5 LOA NCN Y 4092 L 12 LOA NCN 2 11052 D OA 13 DIR -Y ALL NEN STIFFNESS ANALYSIS TINE FOR CONSISTENCY CHECKS FOR 4 NENSERS .3l SECONDS TINE FOR BANDMIDTH REDUCTION ~ 00 SECONDS TINE TO GENERATE 4 ELENENT STIF. NATRICES .18 SECONDS TINE TO PROCESS 4 KENBER LOADS .12 SECONDS TINE TO ASSEKBLE THE STIFFNESS NATRIX .17 SECONDS TIKE TO PROCESS 5 JOINTS .04 SECONDS TINE TO SOLVE lllTH 2 PARTITIONS ,26 SECONDS TINE TO PROCESS 5 JOINT DISPLACEKENTS .12 SECONDS TIKE TO PROCESS 4 ELENENT DISTORTIOIS .36 SECONDS TIKE FOR STATICS CHECK .29 SECONDS S
CREATE PEAK LOAD 'EG. 2'RCN 1 2 3 4 5 6 13 CREATE PEAK LOAD 'EO. 6'RON 7 8 9 10 11 12 13 LOAD LIST 'EG. 2'EO.
DEC 1 6'UTPUT IXJTPUT SY NEN LIST FOR, REA ALL
CALC NO HNP-PCR-6547 Gl'ICES 3.38 92/09/25. 10.41.25. PAGE 6 ttIOOtt*01l RESULTS OF LATEST ANAL'YSEB
~ s et te te tsaa~atmot~ot PROBLEH PROJ>PCR TITI.E F ILENAHE<CS H 4406 ACTIVE WITS INCH LB DEG DEGF SEC HEHBER FORCES HEHBER LOADING JOINT /- FORCE---~~--~---~-~------//------ -------------HNENT- /
AXIAL SHEAR T SHEAR 2 TORSIONAL BENDING Y BENDING 2 1 EO. 2 1 898.0 411.4 580.1 12483.0 2S014.1 25975.6 2 852.3 411.4 580.1 12483.0 16411.9 17748.1 EO. 6 1 1062.0 639.6 814.0 15309.0 36475.2 37267.7'0987.1 2 1016.3 639.6 814.0 18309.0 23682.8 2 EQ. 2 2 411.6 852.3 580.1 5572.7 12483.0 22488.2 3 411.6 852.3 580.1 5572.7 10452.4 19504.8 EO. 6 2 639.9 1016.3 814.1 8047.0 18309.0 29341.7 3 639.9 1016.3 814.1 8047.0 15459.4 25784.2 EO. 2 3 411.6 852.3 580.1 5572.6 10452.4 19504.8 4 411.6 839.0 580.1 5572.6 4273.8 10497.9 EQ. 6 3 639.9 1016.3 514+1 8047.0 15459.4 25784.2 4 639.9 1003.0 814.1 8047.0 6788.9 15030.6 EQ. 2 4 411.6 839.0 580.1 5572.5 4273.5 10497.8 5 411.6 839.0 580.1 5572.8 2352.0 7718.4 EQ. 6 4 639.9 1003.0 814.1 8047.3 678S.9 15030.5 5 639.9 1003.0 814.1 8047.3 4092.0 11707.8 RESULTANT JOINT LOADS QPPOtTS JOINT LOADING /- - FORCE- -//--------------------HOHENT----------- ----" /
X FORCE Y FORCE 2 FORCE X IKNENT Y IDENT 2 HOHENT 0LISAL EQ. 2 213.0 898.0 540.0 19684.0 12483.0 24919.4 EQ, 6 3S3.0 1062.0 721.0 25436.0 18309.0 34867.4
CALC NO HO PCS 654l GTlCES 3.38 M09/25. 10.41.26. PAGE 7.
DEC 3 L lSP ALL
CALC NO HHP.PCR 6547 GTICES 3.38 92/09/25. 10.41.26. PAGE d 1111111 RESULTS OF LATEST ANALYSES1 tttttttttttttttttltttttttttt PROBLEK - PROJ1PCR TITLE - FILENAKECS H 4406 ACTIVE UNITS INCH LB DEG DEGF SEC RESUI.TANT JOINT DISPLACEKENTS SUPPORTS JOINT LOADING /------------- -- DISPLACEKENT--- -------------//--------------- ROTATION- --"-----------"/
X DISP, Y DISP. Z DISP. X ROT Y ROT ~ Z ROT.
GLOBAL EQo 2 .000 .000 .000 .000 .000 .000 EQ. 6 .000 .000 .000 .000 .000 .OOO LTANT JOINT DISPLACEKENTS FREE JOINTS JOINT LOADING / ---------------- DISPLACEKENT- ---------------//---------------- -ROTATION------------ --""/
X DISP Y DISP. Z DISP X ROT ~ Y ROT. Z ROT.
GLOBAL EQ. 2 .004 .000 .003 .014 .019 .022 EQ, 6 .006 .000 .004 .017 .027 .029 GLOBAL EQ. 2 .004 .002 .004 .015 .019 .023 EQ. 6 .006 .002 .005 .019 .028 .032 GLOBAL EQ. 2 .007 .010 .009 .031 .036 .055 EQ+ 6 .010 .014 .013 .040 .053 .075 GLOBAL EQ. 2 .005 .014 .011 .032 .036 .056 EQo 6 .011 .019 .016 .041 .053 .077
CALC NO HKP PCR 6547 GT lCES 3.3S %/09/25. 10.41.26. PACE 9.
DEC 1 1ST 'EQ. 2i LlST MAX STR ALL KEN SEC FRA KS 3 0.0 0.5 1.0
CALC HO HHP.PCR-6547 GTI CES 3.38 92/09/25. 10.41.26, PAGE 10
- RESVLTS Of LATEST ANALYSES ttNfHOOAO~OOt~~
PROBLEN - PROJWPCR TITLE - FILEHANECS.H.4406 ACTIVE VHITS INCH LB DEG DEGF SEC INTERNAL IKÃBER RESVLTS NENSER NAXIIRSI STRESS
/ o STRESS eeoc@/
NOSER NAX HORNAL AT SECTION LOAD Nlk HORNAL AT SECTION LOAD 1 4005.7 .000 FR EQ. 2 -3783.3 000 FR EQ 2 390.9 .000 FR EQ. 2 -308.6 .000 FR EQ. 2 7106.9 .000 FR EQ. 2 -6920.2 .000 FR EQ. 2 188.9 .000 FR EQ. 2 -106.6 .000 FR EQ. 2
CALC NO INP PCS 6547 GT! CES 3.3S 92/00/25. 10.41.27. PAGE 11.
Sf 'EO. 4~
L STR ALL ION SEC Rtj IS 3 Oe0 0 5 1,0
I CALC NO NNP-PCR-6547 GT I CES 3,38 92/09/25. 10.41.28. PAGE 12 tttttt*ttttttttttttttttttttt RESULTS OF LATEST ANALYSES tttttttttttttttttttttttttttt PROBLEN - PROJtPCR TITLE - F1LENANEtCS H 4406 ACTIVE UNlTS lNCH LS DEG DEGF SEC INTERNAL NENSER RESULTS NENSER NAXIIRNI STRESS
/ oooo STRESS o/
MENSE R KAX NORNAL AT SECTTQI LOAD MIN KOOQL AT SECTlON LOAD 1 5450.9 ~ 000 FR EGo 6 o 5187.9 .000 FR EGo 6 540.5 ~ 000 FR EG 6 412.5 ~ 000 FR EO. 6 9801.1 .000 FR Eoo 6 o9510.7 .000 FR EQ. 6 282.2 000 FR EG. 6 o154.2 .000 FR EO. 6
CANC N HNP KR 647 GT1ggg g,38 92/09/2S 10A1.20. PAGE 1X
. CALC NO NNP.PCR.&547 QT ICES 3.3B 92/09/25. 10.41.28. PAGE 14 DYNANIC AREA 5QOQRY STATISTICS, INITIAL POX. SI2E 4091 POOL SIZE INCRENENT 4091 kWBER Of DATA POOL NOVES 207 DATA CON'ACTIONS 2 LOI RELEASED 0 HIGH RELEASED 0 L(M UNRELEASED 0 LOI NmULES 1 HI GN lkmULES 0 BLOtXS READ FROI DISK 87 BLOCKS READ FROI ECS 10 SEQUENTIAL READ-AHEADS INITIATED 0 BLOCKS READ AHEAD DISCARDED 0 ONE-PRU READ CNNT 0 ONE-PRLI lWITE CtXHIT 4 BLOCKS IBIITTEN TO DISK 0 ONE.IRWD KOATES IN ECS 0 BLOtXS REIBIITTEN TO ECS 0 NAXWBI IRBWER OF ALLOCATED 1JDRDS 271250 NAXIIRBI F IELD LENGTH ATTAINEO 366400 IRWBER OF CRASHES 49 IRWBER Of FIELD LENGTH !kCREASES 48 NOSER OF FIELD LENQTN DECREASES 5 R OF OVERFLON.ACTION CALLS 3
KE035/11 DATE 92-09-25 PAGE 1 1 ~ ~ t 0 ~ ~ ~ 0 ~ ~ 1 0 t0~ 0 ~ 0 0 ~ 1 ** 1 0 ~ ~ ~ 1 ~ 1 ~ 0 1 ~
PROJECT JOB NO. ATTACHMENT
- CALC NO. + +4 8 ++~+ SHT NO. @lif I OF PREPARED BY DATE CHECKED BY DATE
~ ~ *01 ~ ~ **00 ~ 0*101101 ~ tt ~ ~ ~ 00 ~ 000 ~ 1000 ~ 0 ~
EEEEEEEEE 0000000 33333333 55555555 EE E 00 00 33 55 EE 00 00 33 55 EEEE 00 00 3333333 55555555 EE 00 00 33 55 EE E 00 00 33 55 EEEEEEEEE 0000000 33333333 55555555 VERSION LEASED AUGUST 1989 SER HANUAL VERSION 8 THEORET ICAL HANUAL VERSION: 8 VER IF I CAT ION HANUAL VERSION: 10 0 ~ 0 1 0 1 t0 ~ 1**111*10**11*0001*1**1 1 IH CASE OF PROBLEHS IIITH KE035, CONTACT THE 1 BASEPLATE USER REPRESENTATIVES:
HAKE LOCATIOH EXTENSION 0 AHN ARBOR EPD(AAAO)
~ 0001100 ~ 10 ~ 0000 ~ ~ ~ 010000110 0 PROGRAH SPONSOR SF 45/4 8.7706 0 TECHNICAL SPECIALIST- SF 45/4 8-2265 1 1 0 0 ~ 0
- 0 t 0 ~ *** 0 ~ 0 0 t~01 *0 1 **1 1 1 1 1 COPYRIGHT 1984,1987 BECHTEL POIIER CORP. ALL RIGHTS RESERVED.
0 ~ 1 ~ 0 ~ ~ ~ 1 ~ 0 0 ~ 0 0 0 0 ~ ~ 0 ~ 0 ~ 0 0 1 0 ~ 0 ~ 0 0 1 ~ 0 0 ~ 0 1 1
- HE035/11 DATE 92 09 25 PAGE 2 yyyyyiIiytPP01ttlt114111111101014t0111tOt1ttOPII10tt1t41141lllt11*t100l001tPPO PREPROCESSOR INPUT DATA CARDS 0*1****411~i0100000tlt*tl*1t*1110I1101t0011011***010000*tie*1t1POfltt00111000tl101t01 CARD 1 2 3 4 5 6 7 8 NO 123456789012345678901234Y&89012345678901234567890123456789012345678901234567890 1 3 FILEHAHEsHNPBP26 TYPE F-2 EHBED PLATE (8XI) CS.H.4406 2 KIT ~ gg1/
3 COH ~ ~ g g 4000/
4 PLA 7$ 7g ~ 18,8,1@29/
5 BPR 1,8.8E5,1.25E6,8210,11650/
6 BOL 2,3,1,3,1.5/
7 BOL 2,5,1,3,6.5/
8 BOL 6/3,1/15/1.5/
9 BOL 6,5, 1 g 15 /6.5/
10 END/
11 ATT 3,'46,4/
12 JST 3,4,2,3,180/
13 I ST 2,4,5,2.5,90/
14 IST 2,5$ 6t 5/90/
15 JST 2,6,4,6,0/
16 IST 4,6,5,.5,270/
17 IST 4,5,4,2.5,270/
18 IST 4,4,3,2.5,270/
19 IST 4,3,2,.5,270/
4,2,2,6,180/
2 ST 2,3,4,2.5,90/
23 EHD/
24 END/
25 POI 3,4/
26 LOA 1,383,-721,1062,25436,-34867,18309/
27 LOA 2,-383,721,1062,-25436,34867,.18309/
28 EHD/
29 EHD OF JOB
~~* END OF INPUT DATA ~~*
HE 035/11 DATE 92-09-25 PAGE 3
~ )))))))t)>>>>t)))>>>>t>>))>>>>>>>>)))>>)))>>)))>>))t)>>>>)))>>))))1))))))))))t))>>>>))))))))))
)
PREPROCESSOR INPUT DATA CARDS I))))))*>>)))))))))))))1))*)1*)))>>)))1))))))))))))I)))))>>))))))))*)))))))))))1)>>))))))
CARD 1 2 3 4 5 6 7 8 NO 12345678901234567890123456789012345678901234567890123456789012345678901234567890 1 3 FILENAHE>>HHPBP26 TYPE F-2 EHBED PLATE (BX1) CS-H-4406 2 OUT 0>> 0 0* 1 0 3 CON 0>> 0 0* 0.000>> 4000.000>> 0.000* 0.000>> 0.000* 0.000 4 PLA 7>> 7 0* 18 000>> 8 000) 1.000>> 29 000>> 0.000* 0.000 5 BPR 0* 0 1* .880E+06>> .125E+07 .821E+04>> .117E+05>> 0.0* 0.0 6 BOL 2>> 3 1>> 3.000>> 1.500>> 0.000>> 0.000>> 0 000* 0.000 7 BOL 2>> 5 1>> 3.000 6.500 0.000* 0.000>> 0.000>> 0.000 8 BOL 6* 3 1>> 15.000 1.500 0.000>> 0.000>> 0.000>> 0.000 9 BOL 6>> 5 1
~ 15 000>> 6 500* 0 000) 0 000) 0.000* 0.000 10 ENO
'l1 ATT 3) 4 o. 6 ooo>> 4.000>> 0 000>> 0 000 12 JST 3) 4 2>> 3.000>> 180.000>> 0 000*
13 I ST 2>> 4 5>> 2.500>> 90 000) o.ooo.
14 1ST 2) 5 6>> .500 90.000 0 000>>
15 JST 2) 6 4>> F 000>> 0.000>> 0 000>>
16 IST 4) 6 5 o 500 270.000 0.000*
17 1ST 4>> 5 4>> 2.500>> 270.000>> 0.000>>
18 I ST 4) 4 3>> 2.500* 270.000 0.000 19 1ST
" 4) 3 2 .500 270.000* 0.000>>
T 4>> 2 2 6.000 180.000 0.000*
2 3>> .500 90 000>> 0.000>>
2 IST 2 3 4>> 2.500>> 90 000) 0 000>>
23 END 24 END 25 POI 3) 4 0* 0.000>> 0.000>> 0 000* 0 000* 0 000>>
26 LOA 0* 0 1>> 383.0>> -721.0>> 1062.0* 25436.0* -34867.0) 18309.0 27 LOA 0) 0 2* -383.0* 721 0* 1062.0>> -25436.0>> 34867.0* .18309.0 28 EHD 29 END OF JOB
- END OF INPUT DATA DECK >>*>>
NE035/11 DATE 92.09-25 PACE 4 tttttttttttttttttttttttt**tt*tttttttt*tttt*ttttttttt*ttt***ttt*t*tttt*ftttf*ft FlLEHAHEtHNPBP26 TYPE F-2 ENBED PLATE (BX1) CS.H.4406 1 F 11*11*11ttttttttt1tttttt1t1tt*tttttt1tttttttt1ttttt1tttttttttttttttttttttttttttttttt lNPUT PARANETERS PLATE THlCKNESS PLATE X DlHEHSION
~
1.000 18.000 Y DlNENSlOH ~ .~~~~~ 8.000 NODULUS OF ELASTlClTY ... .290E+08 CONCRETE NODULUS .~ ...... .360E+07 CONC. COKP. STRENGTH . 4000.0 BOLT LOCAT lONS BOLT l J NODE X-COORD. Y.COORD.
1 2 3 10 3.000 1.500 2 2 5 12 3.000 6.500 3 6 3 38 15.000 1.500 4 6 5 40 15.000 6.500 BOLT PROPERTlES BOLT STlFFHESS (LB/1N.) ALLONABLE FORCE (LB)
TEHSlOH SHEAR TENS lON SHEAR
.880E+06 ~ 125 E+07 8210. 11650.
.880E+06 .125E+07 8210. 11650.
.880E+06 .125E+07 8210. 11650.
.MOE+06 .125E+07 8210. 11650.
ME035/11 DATE 92-09.25 PAGE 5 ttttttttttttttttttttttttttttttt**ttttttttttttttttttttttttttttttttttttttffttttt t
- t FILEHAMEtHNPBP26 TYPE F 2 EMBED PLATE (SX1) CS.H-4406
~ ttttt1ttt1tttttttttttttttttttttttttttttttttttttt1t1ttttttttttttttttttttt1ttttttttttt NON STANDARD ATTACHMENT DATA ATTACKHENT NINBER 1 SEGMENT HlllBER .. ~ ~ ~ ~ ~ ~ ~
TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 3.000 ORIENTATION ANGLE . " o" 180.0 THICKHESS e ~ ~ ~ ~ ~ ~ ~ o ~ o ~ ~ ~ 0.000 SEGMENT NUMBER TYPE
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
2 IST HEIGHT . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ... 0.000 DISTAHCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2.500 ORIENTATION ANGLE ~ " ... 90.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGMENT HISSER " .o 3 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 0 I STANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .500 ORIENTATION ANGLE ~ ~ 90.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGMENT NUMBER TYPE
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 6.000 ORIENTATIOH ANGLE ... ~ 0.0 THICKNESS ~~ ~ ~~ ~ ~ ~ ~ ~~ ~ ~ ~ 0.000 SEGMENT NUMBER ~ ~ ~ ~ ~ ~ ~ ~ ~ 5 T YPE ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~~ ~~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .500 ORIENTATIOH ANGLE ~ ~ ~ ~ ~ ~ 2?0.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000
NE035/11 DATE 92 09-25 PAGF. 6 ttttttttttttttttttttttttttttttttltttt\tttttttttttttttttttttttttttttttttttttttt FILEHANEtHHPBP26 TYPE F-2 ENBED PLATE (8X1) CS-H-4406
~ ttttttttttt**1*tttttttttttttttttttttttttttttttt*tttttttttttttttttttttttttttttttttttt NON STANDARD ATTACHHENT DATA SEGNEHT HUNBER ~ ... ~ ~ ~ .~ 6 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE o.oooo.oooo.oo 2.500 ORIENTATIOH ANGLE . ~ ~ ~ .~ 270.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGNENT NUNBER ~ ~ ~ ~ . ~ .. ~ 7 TYPE ~~ ~ ~ ~ ~~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2.500 ORIENTATION ANGLE ...... 270.0 THICKHESS oo.ooooooo. "o 0.000 SEGNEHT NUHBER . ~ ... 8 T'YPE ~ ~ ~ ~ ~ ~ ~ ~ ~ o. ~ ~ ~ ~ ~ IST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .500 ORIENTATIOH ANGLE .. 270.0 THICKNESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGNENT NUNBER ......... 9 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 6.000 ORIENTATIOH ANGLE ...... 180.0 THICKNESS ,oooo, ~ ~ ~ ~ ~ ~ ~ ~ 0.000 SEGNENT NWBER T YPE
~~ ~ ~ ~~~~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~
10 IST HEIGHT ................. 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .500 ORIENTATION ANGLE .."" 90.0 THICKNESS o. ~ .~~~~~~~~~~ 0.000 SEGNEHT NUNBER ......... 11 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1ST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2.500 ORIENTATION ANGLE ... .. ~ 90.0 THICKNESS ~ ~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000
KE035/11 DATE 92-09 25 PAGE 7
~ tttttt**tttttttttttttttttttttt'tttt*tttttttttttttttttt*ttttt'tt'ttttttt*tttttttt FILENAHEtHNPBP26 TYPE F.2 EHBED PLATE (8X1) CS-H.4406 ttttttttttt*tttttttttttttttttttttttttt*ttttttttttttttttttttttttt*ttttttttttttttt*t*)t LOADING CONDITIONS LOADING CASE NO. t 1 LOADINGS APPLIED AT NODE ~ 50 FORCE FX t 383.00 FORCE FY ~ -721.00 FORCE FZ ~ 1062.00 IKWENT HX > 25436.00 HOHENT HY ~ -34867.00 HOHENT HZ ~ 18309.00 LOADING CASE NO ~ 2 LOADIKGS APPLIED AT NCOE > 50 FORCE FX t -383.00 FORCE FY ~ 721.00 FORCE FZ t '062.00 HOHENT HX t -25436.00 INNOCENT HY t 34867.00 HCHENT HZ ~ .18309.00
HE035/11 DATE 92 09 25 PACE 8
- tt00011ltl00*t*04t111*N*014t*10tietiaOit400t*tillt4114telgyygtit0011lt111ttf1 FlLENAHEsHNPBP26 TYPE F 2 EHBED PLATE (BX1) CS H 4406
~ OoioliStiOiPOOi1IO*1101IPOO'I'lI'I'P*i4010ioiioiOP000110i04iioiioi*4100000itf*ii11011001 BASEPLATE CONNECTlVlTY ELENEHT NDDE ELEHEHT KDDE NO. JA JB JC JD ND. JA JB JC JD 1 1 8 9 2 2 2 9 10 3 3 3 10 11 4 4 4 11 12 5 5 5 12 13 6 6 6 13 14 7 7 8 15 16 9 8 9 16 17 10 9 10 17 18 11 10 11 18 19 12 11 12 19 20 13 12 13 20 21 14 13 15 22 23 16 14 16 23 24 17 15 17 24 25 18 16 18 25 26 19 17 19 26 27 20 18 20 27 28 21 19 22 29 30 23 20 23 30 31 24 24 31 32 25 22 25 32 33 26 a 26 33 34 27 24 27 34 35 28 29 36 37 30 26 30 37 38 31 27 31 38 39 32 28 32 39 40 33 29 33 40 4'1 34 30 34 41 42 35 31 36 43 44 37 32 37 44 45 38 33 38 45 46 39 34 39 46 47 40 35 40 47 48 41 36 41 48 49 42
HE035/11 DATE 92.09-25 PABE 9 tttttttttjttjjttttttttttttttttttttjttjtjj*ttjttjtttttjttttjjjjjttjtjfjjjtjfjt FILENANE*HNPBP26 TYPE F-2 EHBED PLATE (BX1) CS.H-4406 t
~ jjttjj*ttttjtttjjjjtjtj*tttttttttttttttttttttttltjjttttt*tjt*tttjjtjjttjjtt**tjt*jtt NODAL COORDINATES J 'RANE NODE X Y 2 L 1NE L1KE NODE COORD !NATE COORD1NATE COORD I NATE 1 1 1 0.000 0.000 0.000 1 2 2 0.000 1.000 0.000 1 3 3 0.000 1.500 0.000 1 4 0.000 4.000 0.000 1 5 5 0.000 6.500 0.000 1 6 6 0.000 7.000 0.000 1 7 7 0.000 8.000 0.000 2 1 8 3.000 0.000 0.000 2 2 9 3.000 '1.000 0.000 2 3 10 3.000 1.500 0.000 2 4 11 3.000 4.000 0.000 2 5 12 3.000 6.500 0.000 2 6 13 3.000 7.000 0.000 2 7 14 3.000 8.000 0.000 3 1 15 6.000 0.000 0.000 3 2 16 6.000 1.000 0.000 3 3 17 6.000 1.500 0.000 3 4 18 6.000 4.000 0.000 3 5 19 6.000 6.500 0.000 3 6 20 6.000 7.000 0.000 3 7 21 6.000 8.000 0.000 1 22 9.000 0.000 0.000 4 2 23 9.000 1.000 0.000 4 3 24 9.000 1.500 0.000 4 4 25 9.000 4.000 0.000 4 5 26 9.000 6.500 0.000 4 6 27 9.000 7.000 0.000 4 7 28 9.000 8.000 0.000 5 1 29 12.000 0.000 0.000 5 2 30 12.000 1.000 0.000 5 3 31 12.000 1.500 0.000 5 32 12.000 4.000 0.000 5 5 33 12.000 6.500 0.000 5 6 34 12.000 7.000 0.000 5 7 35 12.000 8.000 0.000 6 1 36 15.000 0.000 0.000 6 2 37 15.000 1.000 0.000 6 3 38 15.000 1.500 0.000 6 39 15.000 4.000 0.000
NE035/11 DATE 92-09-25 PAGE 10 QQQQ f$ Q Q ~ Q Q Q Q 'g yy 0 lt ll0 0 Il1 ***i1 Itt l0 0 t 0 t t l1 t 0 1 0 ltI t t I1 lt t 0 tt 0 tIt l l 1 I0 P 0 4 0 1 0 0 1 11
~ FILENAHE~HNPSP26 TYPE F 2 EHBED PLATE (8X1) CS.H-4406
- 001140001*01*1000t010101*0110001tt11IPtttOI0101*000001001*I010100001101*0011111001 NODAL COORDINATES I J FRANE NODE X Y 2 L I HE L I HE KCOE COORDINATE COORDINATE COORD IHATE 6 5 40 15 F 000 6.500 0.000 6 6 41 15.000 7.000 0.000 6 7 42 15.000 8.000 0.000 7 1 43 18.000 0.000 0.000 7 2 44 18.000 1.000 0.000 7 3 45 18.000 1.500 0.000 7 4 46 1e.ooo 4.000 0.000 7 5 47 1e.ooo 6.500 0.000 7 6 48 18.000 7.000 0.000 7 7 49 18.000 8.000 0.000 NODES AT APPLICATION OF LOADS 3 4(OFFSET) 50 6.000 4.000 .500
NE035/11 DATE 92-09-25 PACE
- ~~~y11itl1011t111111101llfllt11llttittiffg~f4f*f*+1ttt44410ttt000tttt1tttf*gg FILENANE*HNPBP26 TTPE F-2 ENBED PLATE (8X1) CS-H-4406
~ eeaattiagyq*qaet1titttttI11t11f1itt1fIaIt11HiiiIitItpitatti4itteeaaaleaetfttt1tePai CONCRETE STIFFNESS DATA NODE EFFECTIVE CONCRETE KOOE EFFECTIVE CONCRETE AREA STIFFNESS AREA STIFFNESS 1 .750 .253E+06 2 1.125 .380E+06 2.250 .760E+06 4 3.750 .127E+07 5 2.250 .760E+06 6 1.125 .380E+06 7 .750 .253E+06 8 1.500 .507E+06 9 2.250 .760E+06 10 4.500 .152E+07 11 7.500 .253E+07 12 4.500 .152E+07
'13 2.250 .760E+06 14 1.500 .507E+06 15 1.500 .507E+06 16 2.250 .760E+06 17 4.500 .152E+07 18 7.500 .253Eior 19 4.500 .152E+07 20 2.250 .760E+06 21 1.500 .507E+06 22 1.500 .507E+06 2.250 .760E+06 24 4.500 .152E+07 7.500 .253E+07 26 4.500 .152E+07
- ", 33 2.250 1.500 4.500 4.500
.760E+06
.507E+06
.152E+07
.152E+07 28 30 32 34 1.500 2.250 7.500 2 '50
.507E+06
.760E+06
.253E+07
.760E+06 35 1.500 .507E+06 36 1.500 .507E+06 37 2.250 .760E+06 38 4.500 .152E+07 39 r.soo .253E+07 40 4.500 .152E+07 41 2.250 .760E+06 42 , 1.500 .507E+06 43 .750 .253E+06 44 1.125 .380E+06 45 2.250 .760E+06 46 3.750 .127E+07 47 2.250 .760E+06 48 1.125 .380E+06 49 .750 .253E+06 SUNNAT ION OF EFFECTIVE AREAS ~ 144.000 PLATE AREA ~ 144.000 TOTAL CONCRETE STIFFNESS ~ .486E+08
~** INPUT DATA PROCESSING COHPLETE ~ **~
HE035/11 DATE 92-09.23 PAGE 12 PLOT PLAN VIEN OP T"E BASEPLATE'HERE THE X AXIS (CONSTANT J LINES) ARE HORIZONTAL, AHD THE Y AXIS (COHSTANT I LINES) ARE VERTICAL.
HJJJJJJJJJJJNJJJJJJJJJJJJNJJJJJJJJJJJJNJJJJJJJJJJJHJJJJJJJJJJJJNJJJJJJJJJJJJN I I I I I I I HJJJJJJJJJJJ JJJJJJJJJJJHJJJJJJJJJJJJBJJJJJJJJJJJJN NJJJJJJJJJJJAJJJJJJJJJJJJKJJJJJJJJJJJJAJJJJJJJJJJJNJJJJJJJJJJJBBBJJJJJJJJJJJN I A I A I B I I A I A I I I I A I A I I I I A I A I I I I A I A I I I I A I A I ~ I I HJJJJJJJJJJJAAAAAAAAAAAAAAJJJJJJJJJJJJAJJJJJJJJJJJHJJJJJJJJJJJJHJJJJJJJJJJJJH I A I A I I I I A I A I I I I A I A I I I I A I A I I I I A I A I I I I A I A I B I NJJJJJJJJJJJAJJJJJJJJJJJJNJJJJJJJJJJJJAJJJJJJJJJJJHJJJJJJJJJJJBBBJJJJJJJJJJJN NJJJJJJJJJJJ JJJJJJJJJJJNJJJJJJJJJJJJBJJJJJJJJJJJJH I I I I I I I I I I I I I I HJJ JJJJJJJJKJJJJJJJJJJJJHJJJJJJJJJJJJNJJJJJJJJJJJHJJJJJJJJJJJJKJJJJJJJJJJJJH
PROGRAH: HE035 BASEPLATE SNOI: $9601 0110 AAN 8025 DATE: 92.09.25 RELEASE 11 NOS/VE 1.5.3 L765 TIKE: 11:42:03 PAGE: 13
~ t*t**tttttttttttttttttttttttttttttttt BEGIN SOLUT ION PHASE LOAD CASE NO: t
~ tttt**tttttttttttt*ttttttttttttttttttttttttt TITLE: FILENAMEtNNPBP26 LOAD CASE NO. (T 0 TYPE P
F-2 T E N EMBED PLATE V A L U E (BX1) CS.N-4406 S) 0 I S P L A C E H E N T S NODE DISPL ~ N(OE 0ISPL.
28 .845128E.02 1 -.207719E 02 27 .766563E-02 8 -.171645E 02 35 .746633E.02 2 -.148922E 02 26 .728577E 02 3 -.120377E.02 34 .680186E 02 9 -.991198E.03 33 ~ 649039E 02 10 -.612182E-03 21 .639193E.02 43 ..588561E.03 20 .562270E 02 44 ..428321E.03 25 .537901E.02 45 -.366745E-03 19 .524436E.02 46 ..211471E.03 QUADRILATERAL PLATE PRINCIPAL STRESSES ELEHENTS + 2 FACE ELEH SIGHA ELEH SIGMA ELEH SIGMA ELEH Sl GHA 23 9290. 24 9258. 22 8450. 21 6883.
20 5860. 19 5361. 1 4164. 2 -4156.
3 .3933. 35 .2405.
E L E H E N T S - 2 FACE ELEM SIGMA ELEH SIGHA ELEH SIGMA ELEH SIGHA 23 .8602. 24 -8373. 22 .8255. 21 -7379.
20 .6786. 19 -6331. 1 4163. 2 4157.
3 3933. 35 2450.
CONCRETE LOADS NODE Z.PRESS K(eE Z.PRESS KIX)E Z.PRESS N(X)E Z.PRESS 1 -701. 8 -580. 3 -407. 9 -335.
10 -207. 43 -199. 44 -145. 45 -124.
46 -72. 47 -42.
PROGRAN: NE035 BASEPLATE SKI: S9601 0110 AAH 8025 DATE: 92 09-25 RELEASE 11 NOS/YE 1,5,3 L765 TINE: 11:42,31 PACE: 14 BOLT LOADS NODE H-SHEAR Y SHEAR SRSS TENSION 10 446. -904. 1008. 0.
12 -247. -904. 937. 2810.
38 366. 543. 655. 1308.
40 -182. 543. 573. 2563.
BOLT INTERACTION EQUATION EQUATIONt((TENSION/TALLSI)tt 1.000+(SHEAR/SALLOM)tt 1.000))*t 1.000 HME TENSION SHEAR TENSION SHEAR INTERACT SAFETY ALLOI ALLOJ RATIO RATIO RATIO FACTOR 10 8210. 11700. .001 .086 .087 11.478 12 8210. 11700. .342 .080 .422 2.368 38 8210. 11700.,159 .056 .215 4.645 40 8210. 11700..312 .049 .361 2.769 tttttttttt*1*ttttt*tttttttttttttttttttttttttt E N 0 LOAD CASE tttttttttttt*t*tttt*t*ttt*ttt*tttt*tttttttttt
PROGRAH! HE035 BASEPLATE SNNI: $ 9601 0110 AAH 8025 DATE: 92-09-25 RELEASE 11 NOS/VE 1.5.3 L765 TINE: 11!42:31 PAGE: 15 00010010101110000010*110100010100000010010*11 BEGIN SOLUT ION PHASE *
- LOAD CASE NO:
~ 0000111101110000*010011*11110111000001000000 TITLE: FILENAHEIHNPBP26 TYPE F-2 EHBED PLATE (SXI) CS H.4406 LOAD CASE NO. 2 (T 0 P T E M V A L U E S) 0 I S P L A C E H E N T S NME DISPL. NME DISPL.
1 .706320E-02 28 -.163211E-02 2 .637827E-02 35 -.110677E.02 3 .603626E.02 27 -. 100326E.02 8 .595421E 02 34 .708989E 03 9 .526936E-02 26 ..666366E.03 10 .492677E 02 21 ..589303E-03 15 .485091E-02 33 -.505115E.03 4 .432928E-02 42 -.313510E-03 16 .416782E 02 41 -.171125E-03 17 .382673E.02 40 -.977272E.04 0 U A D R I L A T E R A L PLATE PRINCIPAL STRESSES ELEHEKTS + Z FACE ELEH SIGNA ELEH SIGNA ELEH Sl GHA ELEH S IQIA 24 .4210. 23 -4102. 22 -3311. 21 .1496.
30 1446. 29 1445. 27 -1348. 26 .1329.
19 1120. 32 -1100.
ELEHENTS Z FACE ELEH SI QIA ELEH SI QIA ELEH Sl GHA ELEII SIGNA 23 3701. 24 3452. 22 3394. 21 2108.
29 -1934. 26 1868. 30 -1832. 27 1706.
25 1498. 20 1321.
COKCRETE LOADS NME Z-PRESS NME Z PRESS KME Z PRESS NODE Z PRESS 28 -552. 35 -374. 27 -339. 34 -239.
26 -225. 21 -199. 33 .171. 42 -106.
41 -58. 40 -33.
PROGRAN: NE035 BASEPLATE SNLI: $ 9601 0110 AAH 8025 DATE: 92-09-25 RELEASE 11 NOS/VE 1.5.3 L765 TINE: 11:42:49 PAGE: 16 8 0 L T LOAD S NCOE X SHEAR Y-SHEAR SRSS TENSION 10 ~ .446. 904. 1008. 4336.
12 247. 904. 937. 1333.
38 .366. 543. 655. 645.
40 182. -543. 573. 0.
BOLT INTERACT ION EQUAT ION EQUATION ((TENSION/TALLOM)~~ 1.000+(SHEAR/SALLOM)*~ F 000)) ~ 1.000 N(X)E TENSION SHEAR TENSION SHEAR INTERACT SAFETY ALLOM ALL(Q RATIO RATIO RAT10 FAC'TOR 10 8210. 11700. .528 .086 .614 1.628 12 8210. 11700. .162 .080 .242 4.125 38 8210. 11700. .079 .056 .134 7.435 40 8210. 11700. .001 .049 .050 20.008 111111I111*I11f*III4111000011141P4fi*11jlSOti E N 0 LOAD CASE 0
~ Ilt1111104tll000410IPllkillt14110ltl1PCOI110
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reference dimension, etc.), Supplementary IOther I (provide basis, attach supplementary calculations)
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- Signatures indicate design verification has been performed in accordance with NED Procedure 3.3. This form serves as the design verification record.
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CALCULATION NO. 3 Z94 PAGE REV LIST OF EFFECTIVE PAGES PAGE REV PAGE REV PAGE REV L
Lc ATTACHMENTS Rev. 2 (E.C.F&/rlj)
CALCULATION NO PAGE REV TABLE OF CONTENTS Page No.
List of Effective Pages ~ ~ ~ ~ ~ ~ ~ ~ ~
Table of Contents Purpose List of References Body of Calculation Conclusions Attachments . . . . . . . . . . . . . . . . . . . . . . . Page(s)
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J r/PID No.: CALCULATION SHEET File.'ev.
Pg. of Pro)ect
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Calculation
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FORM No. 100SS REV. 10/SS Computed by: Date: Calculation ID:
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ChectR~ by:
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FORM NO. 7$ 055 REV. 10/$ 5 Computed by' Date: Calculation ID:
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R/PW/PHP NO. OWNG. NO. 0 REV.
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ATTACHMENT 0
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GT1CES 3.38 92/N/24. N.36.35. PAGE 1 ~
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ttttttttttttttttttttttttttttttttttttttt 1111 ACTiVE UNITS - LENGTN lKIGNT ANGLE TENPERATURE Tile tttl ASS%ED TO SE INCH PtRJle RAD I AN FAHRENHEIT SECOND TYP SPA FRA UNIT IN LSS DEG JOI COO 'i 1 00.00 00.00 00.00' 2 00.00 12.00 00.00 3 00.00 20.80 00.00 4 -6.00 20.M 00.00 5 .6.00 24.00 00.00 6 00.00 12.00 14.375 7 9.375 12.00 14.375 8 9.375 12.00 17.375 9 9.375 12.00 20.37$
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5 10 11 12 13 T 'TISE80<<TS5X5X4'6 T iAISCPIPEi >P4.00XS<
NEN PRa PRIS 4 6 TO 9 15 AX 10 AY 10 AZ-10-IX 100 1Y 100 IZ 100 SY '100 SZ 100 CONSTANTS E 29+ OOE6 ALL G 11.15E6 ALL OEN 0.203 ALL QVT 0.0 NEH 4 6 TO 9 15 BETA 0 ALL POI 0.300 ALL S
STEEL ccccccccccccccccccccccccccccccccccccc>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
ACT 1VE LNITS ikIGNT LS LENGTH INCll c
TOTAL LENGTH, lklGHT Ale VOLQK FOR SPECIFED HEHBERS c
LENGTN > 1.0975E+02 RIGHT > 1.0462E+02 VOL SE ~ 6.7795E+02 cccccccccccccccccccccccccccccccccc>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
PLOT DEVICE PRINTER LEN 6 PLOT PLANE XY THRV 1
CAI.C N NP-PCE-4547 CT I CE$ 3.3$ %/N/24. 09.36.38. PACE 5 TCE PRLIITEE LQI 4 YZ TIRU 1
CALC NO NNP.PCR 6547 I GT CES 3+38 92/09/24. 09.36.39. PAGE 6 T I(NI; Y N(aIZONTAL SCALE ~ 3.375D IN UNITS PER INCH T
t VERTICAL SCALE ~ 3.4667 IN UNITS PER INCH
- tttt2 a
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CAI.C N0 eu -PCN-647 GTICES 3.38 %l09/24. 09.36.39+ PAGE ICE PRINTEN LEN 4 XZ TIRU 10
CALC NO NS PCR.454T QT1CES 3-3S 92/09/24. 09.36.39. PAGE S ATIINls X 2 2500 lN UNlTS PER lKCN o ~
e VERT1CAL SCALE ~ 2.2500 1N 011TS PER 1NCN 7 S 9 XttttytttttttX t
2 6 10 13 11 Xtttttttetteetttttttt5eet tteetttttttettttttttttttXttttete[ 01ttttttttttttttttXttttttlftttttttttttttttttX3*X PLOT 1NTERPRETATlINI'1DE SELOKGlKQ TO OKE ELEIKNT
+++++ S1DE SELIXIQlKQ TO TM OR ICRE ELEIKMTS X FREE AlNT LOCATLONS S SUPPORT JOlNT LOCAT 1ISS
CALC lO OP.PO.6S47 QtlCEI 3.3$ 92/09/24. 09.36AO. PAGE 9 lCE PRlllYER LKN 4 XY FANS 15
CALC NO NNP.PCR-6547 QTICES 3.38 92/N/24, 09.36.40. PAGE 18 TIOIs Y NOIIZONTAL SCALE a 1 ~ 0000 IN INIITS PER IKCN VERTICAL SCALE ~ 1.0000 IN LNITS PER INCR 14 15 16 Xt ttttttt 5 ttttttt1ttttttttttNttttttt 1 ttttttttttttttt 6tttttttttttttt1 ttttttttttttttttttttttt1ttttt ttg 1
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CALC NO NNP.PCR 654'7 GTICES 3+3$ 92/09/24. 09.36.40. PAGE 1%
LOADS FOR JOINT 5 LOAD 'I JOI 5 LOA fOR X 174 LOAD 2 JOI 5 LOA FOR Y 341 LOAD 3 JOI 5 LOA FOR 2 154 S
t EQ. 6 LOADS FOR JOINT 5 LOAD 4 JOI 5 LOA fOR X 200 LOAD 5 JOI 5 LOA FOR Y 393 LOAD 6 JOI 5 LOA FOR 2 172 t
S S EQ. 2 LOADS FOR JOINT JS 'L4 t
LOAD 7 JOI 16 LOA FOR X 270 LOAD 8 JOI 16 LOA FOR Y 832 LOAD 9 JOI 16 LOA FIXI 2 985 L
J OA NQI X 7800 L
JOI 16 LOA HOI Y 8088 LOAD 12 JOI 16 LOA IKN 2 6780 S
S EQ. 6 LOADS FOR JOINT~ lit t
LOAD 13 JOI 16 LOA FOR X 500 LOAD 14 JOI 16 LOA FOR T 971 LOAD 15 JOI 16 LOA FOR' 1516 LOAD 16 JOI 16 LOA IKNI X 11244 LOAD 17 JOI 16 LOA IKW Y 12924 LOAD 18 JOI 16 LOA NOI 2 11076 S
DEA LOA 19 DIR Y ALL NEN S
STIFFNESS ANALYSIS SANDMIDTN INFORNATIINI BEFORE RENLWBERINQ.
CALC NO HNP-PCR 6547 GT ICES 3.38 92/09/24. 09.36.41. PAGE 12 WHI SANDMIDTN IS 4 AIS OCCURS AT JOINT 6 THE AVERAGE QANDMIOTN IS 1.357 THE STNSARO DEVIATION OF TNE SANDMIDTN IS 1 ~ 172 2.529 BNSMIDTH INFORNATION AFTER RENQOIERING.
THE NAXIJRHI SANDMIDTH IS 3 AIS OCCURS AT JOINT 6 THE AVERAGE QANDMIDTH IS 1.143 THE STANDARD DEVIATION OF THE 8ANDMIDTH IS +833 0
1,976 THE PSEISO.DIA%TER OF THE STRUCTURE IS 10 SETMEEN JOINTS 5 AJS 16 T1% FOR CONSISTENCY CHECKS FOR 16 %NBERS .44 SECONDS T1% FOR QAJSMIDTH REDUCTION .21 SECONDS TINE TO GENERATE 16 ELENENT STIF. NATRICES .30 SECONDS TIHE TO PROCESS 16 HOSER LOADS ~ 63 SECONDS TINE TO ASSENSLE THE STIFFNESS HATRIX ~ 45 SECONDS PROCESS 16 JOINTS ~ 09 SECONDS SOLVE MITH 7 PART ITIINIS .96 SECOSS T 0 PROCESS 16 JOINT DISPLACE%NTS ~ 64 SECOSS T1% TO PROCESS 16 ELE%NT DISTORTIOIS 2.20 SECONDS T1% FOR STATiCS CHECK 1.36 SECONDS S
CREATE PEAK LOAD iEO. 2'ROI 1 2 3 7 8 9 10 11 12 19 CREATE PEAK LOAD 'EQ. O'ROI 4 5 6 13 14 15 16 17 18 19 LOAD LIST 'EQ. 2'EO.
DEC 1 6'XJTPUT IXJTPUT SY NEH LIST FOR, REA ALL
CALC NO HKP.PCR-6547 GT1 CES 3.38 92/09/24 09.36.45. PAGE 13 Otter&
~RESULTS OF LATEST ANALYSES aaaeaaaeeaa PRDBLEH - PROJACR TlTLE F lLENA%44 H 4400 ACTlVE OtlTS 1NCH LB DEG DEGF SEC HEHBER FORCES NEHBER LOADTKG JOlNT /- -------.----FORCE------------------- //--------- -- ---- NNENT- -/
AXIAL SHEAR-Y SHEAR-2 TDRSlDNAL BEND lKG-T BENDlNQ 2 1 EO. 2 1 965.3 787.1 970.2 3216.3 8520.9 15872.7 2 946.3 787.1 970.2 3216.3 5227.4 8721.8 EO, 6 1 1271.9 1150.4 1444.7 4590.6 12322.8 22019.0 2 1253.0 1150.4 1444.7 4590.6 7418.8 11708.5 2 EO. 2 2 361.0 174.0 154.0 924.0 1848.0 4152.3 3 347.1 174.0 154.0 92C.O 492.8 2621.1 EO. 6 2 413.0 200.0 172.0'72.0 1032.0 2064.0 4776.3 3 399.1 200.0 1032.0 550.4 3016.3 EO. 2 3 174.0 347.1 154.0 492.8 924.0 2621.1 4 174.0 341.0 154.0 C92.$ .0 556.8 EO. 6 3 200.0 399.1 172.0 550.4 1032.0 3016.3 4 200,0 393.0 172.0 550.4 .0 640.0 EO. 2 4 3C1,0 174.0 154.0 .0 492.8 556.8 5 341.0 174.0 154.0 .0 .0 .0 EO. 6 4 393+0 200.0 172.0 .0 550.4 640.0 5 393.0 200.0 172.0 .0 .0 .0 EO. 2 2 1024.3 589.2 64C.S 5773.2 3219.0 5338.3 6 1024.3 571.3 644.S 5773.2 6648.8 3398.3 EO. 6 2 15OS.O 844.5 986.5 8312.9 4593.7 7542.6
,6 1SOSA 826.6 986.5 8312.9 10301.6 4920.5 EO 2 6 403.3 403.9 572.8 1995.$ 5182.8 4593.4 7 403.3 403.9 572.8 1995.8 860.0 241$ .2 EO. 6 6 617.3 584.0 891.9 2914.6 8047.8 6633.4 7 617.3 584.0 891.9 2914.6 1249.6 3470.7 572.$ 403.9 403.3 2418.2 860.0 1995.8
CALC KO KKP.PCR &547 GTtCES 3.38 92/09/24. 09.36.45. PAGE snA 403.9 403.3 2418.2 1163.9 1873.3 aa. s 891,9 584.0 617.3 3470.7 1249.6 2914.6 891.9 584.0 617.3 3470 7 1768.3 2756.2 8 N.2 572.8 403.9 403.3 2418.2 1163.9 1873.3 572.4 403.9 403.3 2418.2 2304.7 3050.1 N. 6 891o9 584.0 617.3 3470.7 1768.3 2756.2 891.9 5S4.0 617.3 3470.7 3542.6 4465.7 EQ. 2 9 403.3 403.9 sn.8 3050.1 2304.7 2418.2 10 403.3 403.9 sn.8 3050.1 7384.2 4593.4 EQ. 6 9 617.3 584.0 891.9 4465.7 3542.6 3470.7 10 617.3 584.0 891.9 4465.7 11491.9 6633.4 10 N. 2 6 903.1 577.8 241.2 1561.3 1567.3 2644.7 10 903.1 585.4 241i2 1561.3 2S12.7 4358.6 EQ. 6 6 1333.0 838.9 369.2 2227.4 2402.3 3807.5 10 1333.0 846.4 369.2 2227.4 4361.6 6460.4 11 N. 2 10 1024.3 579.1 644.5 5773.2 10106.2 6413.3 13 1024.3 586.9 644.5 5773.2 13779.1 9827.4 EQ. 6 10 1505.0 834.4 986.5 8312.9 15722.7 9420.3 13 1505.0 842.2 986.5 8312.9 21425.0 14363.6 12 N. 2 11 1386.2 843o4 639.4 7008.2 5277.$ 14354.1 12 1401.8 843.4 639.4 7008.2 6445.9 2%03.9 EQ. 6 11 1772.4 1354.9 912.7 10763.3 7480.6 20252.5 12 1788.0 1354.9 912.7 10763.3 9485.9 30536.9 E0.2 13 639o4 1385.4 843o4 14354.1 7383.9 5807.1 11 639e4 13S6.2 843.4 14354.1 7008.2 5277.5 EQ. 6 13 912,7 1771.6 1354.9 20252.5 11413.9 8203.7 11 912.7 1772 o4 1354.9 20252.5 10763.3 7480.6 14 EQ. 2 13 847.0 270.0 985.0 17938.0 13710.0 16777.2 14 840.9 270.0 985.0 17938.0 7800.0 15157.2 EQ, 6 13 986.0 500.0 1516.0 28084.0 20340.0 23843.2 14 979.9 500.0 1516.0 ~28084 11244.0 20843.2 15 EQ. 2 14 270.0 840.9 985,0 7800.0 17938.0 15157.2 15 270.0 840.9 985.0 7800.0 15106.1 12739.7 EQ. 6 14 500o0 979.9 1516.0 11244.0 28084.0 20843.2 15 500.0 979.9 1516.0 11244.0 23725.5 18026.0 16 EQ. 2 15 270.0 840.9 98$ .0 7800.0 15106.1 12739.'7 16 270.0 ~ 832.0 '85.0 7800.0 8088.0 6780.0 EQ. 6 15 500.0 979.9 1516.0 11244.0 23725.5 1S026.0 16 500.0 971.0 1516.0 11244.0 12924.0 11076.0 RESULTAKT JOlKT LOADS QFPOtTS JO!KT LOADI KG /- -FORCE- e//o o oeeeo og+KT /
X FORCE Y FORCE 2 FORCE X HOtEKT Y NOKKT 2 IKNEKT GLOBAL EQ. 2 787.1 970.2 8520.9 3216.3 15872.7
CALC NO NSP.PCS-6547 0T I CE$ 3+38 92/09/24. 09.36.45 PAGE 15 1150.4 1271.9 1444.7 12322.8 4590.6 22019.0 843.4 1401.8 639.4 6445.9 7008.2 20403.9 E0. 6 1354.9 1788.0 912.7 9485.9 10763.3 30536.9
CALC N OP.PCS 6547 CT ICES 3.3Q '9'/24. 09.36.45 PAGE 16 EC 3 L 1SP ALL
CALC NO NNP-PCR.6547 QT I CES 3,3B 92/09/24. 09,36.45. PAGE 12 eeeaseeeeaaoa
- RESULTS OF LATEST ANALYSES
&101~*11 PROBLEN - PROJsPCR TITLE - FILENANE~ " 4400 ACTIVE UNITS INCH LB DEG DEGF SEC RESULTANT JOINT DISPLACENENTS SUPPORTS JOINT LOADING /---------------- DISPLACENENT-------- // - --- - - ROTATION-------------.-.-.-/
X DISPEL Y DISP. 2 Dl SP X ROT ~ Y ROT. Z ROT GLOBAL E4. 2 ,000 .000 .000 ~ 000 .000 ~ 000 EQ. 6 .000 .000 ~ 000 ~ 000 .000 ~ 000 12 GLOBAL E4. 2 .000 .OOD .000 .000 .000 .000 EQ. 6 .000 .000 .000 .000 .000 .000 RESULTANT JOINT DISPLACENENTS FREE JOINTS JOINT LOADING /---------------- DISPLACEMENT---------------- // ------- ----------ROTATION-------------------/
X DISP. Y DISP ~ 2 DISP. X ROT. Y ROT. 2 ROT.
GLOBAL EQ. 2 ,001 .000 .001 .002 .004 .009 EQ. 6 ~ 002 .000 ~ 001 .003 .006 .012 GLOBAL EQ. 2 .Na .000 .001 .003 .005 .011 EO 6 .004 .000 .002 .004 .007 .014 GLOBAL EQ+ 2 .003 .001 .002 .004 .006 .013 EQ. 6 .004 .002 .003 .005 .008 .017 GLCNAL E4. 2 .004 .001 .002 .004 .006 .013 E4. 6 ~ 005 .002 .003 .005 F005 .017 GLOBAL EQo 2 .002 .001 .001 .001 .008 .018 EO. 6 .003 .001 .001 .001 .012 .026 GLOBAL EO. 2 .002 .004 .002 .002 .009 .018 EQ. 6 .003 .005 .003 .002 .013 .026 EQ. 2 .002 .004 .002 ~ 002 .009 .019 EQo 6 .003 .005 .003 .003 .013 .027
CALO BO NO.PCB.6547 mrCES 3.3B 92/09I24. 09.36.45. ADAGE 1S
.002 .004 .002 +002 .009 .019
.003 .005 .003 .003 ~ 013 .027 10 EQ 2 .002 .001 .001 .003 .010 .019 EQ. 6 ~ 003 .001 .001 .004 .014 .027 GLOBAL EQo 2 ,003 .000 .001 .007 .016 .023 EQ. 6 .004 ~ 000 .001 .011 .024 .033 13 EQ. 2 .003 +000 .001 .008 .016 .024 EQ, 6 .004 .000 .001 .011 .025 .035 14 GLOBAL EQo 2 .007 .000 .003 .023 .057 .047 EQ. 6 ~ 010 .000 .004 .034 .ON .067 15 GLOBAL EQ. 2 .007 .003 .006 .024 .058 .048 EQo 6 .010 .004 .009 .036 .090 .069 16 GLOBAL EQ. 2 .007 .010 .014 .039 .075 .062 EQ. 6 .010 .014 .022 .057 .117 .090
CALC N OP-KR.6547 CTICRS 3.3e 92I09IZC. NIaS.AS. I uZ DEC 1 L lST 'N.
2'lST IIAX STR ALL I%II SEC FRA IN 3 0.0 0.5 1.0
CALC NO NNP.PCR-6547 OT I CES 3.3$ 92/09/24. 09.36.45 PACE 20 RESULTS OF LATEST ANALTSES ttttttttt1 tttttttttttttttttt PROBLEN - PROJtPCR TITLE - F ILENANEtCS-N.4400 ACTIVE UNITS INCR LB DEG DEQF SEC INTERNAL NOSER RESULTS IKN8ER NAXIIRM STRESS
/- STRESS NENSER NAX NORNAL A'I SECTION LOAD MIN NQRNAL AT SECTION LDID 1 2584.6 .000 FR EQ. 2 -2239.1 .000 FR EQ. 2 657.9 ~ 000 fR EQ. 2 -528.7 .000 FR EQ. 2 911.5 .000 FR EQ. 2 -814.6 ~ 000 FR EO 2 44.6 .000 FR EO. 2 23.6 F 000 FR EO. 2 5 1705.6 1.000 FR EQ 2 -1259.2 1.000 FR EO 2 6 138.1 .000 FR EO. 2 .57.4 .000 FR EQ. 2 7 87.7 1.000 FR EQ. 2 26.9 1.000 FR EO. 2 110.8 1.000 FR EQ. 2 3.7 1.000 FR EQ. 2 9 160.1 1.000 FR EQ. 2 -79.5 1 000 FR EQ. 2 10 1254.9 1.000 FR EO. 2 .861.3 1.000 FR EO. 2 11 3706.2 1.000 fR EO. 2 -3259.8 1.000 FR EQ. 2 12 4267.0 1.000 FR EO. 2 -3656.1 1.000 FR EO. 2 13 2085.6 .000 FR EQ. 2 -1806.9 .000 fR EQ. 2 14 7658.2 000 fR EQ. 2 -7186.2 .000 FR EQ. 2 15 358.0 000 fR EQ. 2 -304.0 .000 fR EQ. 2 16 6580.5 ~ 000 FR. EO. 2 .6458.0 .000 FR EO. 2
CALC R0 RRP-PCR-65Ar l GT CES 3.38 92/09/24. 09.36.45 ~ PAGE 2T IST 'EQ.
6'IST IIAX STR ALL INN SEC SRA IN 3 0+0 0.5 1,0
CALC RO RXP.PCR-6547 GT I CES 3.38 92/09/24. 09.36.47. PAGE 22 1t11*HIHI1NOIP~~4+
+RESULTS OF LATEST ANALySES 4441440tOOO~OM4140tttt+
PROBLEN - PROJPCR TITLE - FILERANCS N-4400 ACTIVE UNITS IKCH LS DM DEGF SEC INTERRAL IKNER RESULTS NBSER KAXII%A STRESS
/e STRESS ONER MAX NORMAL AT SECTION LOAD NIN RORHAL AT SECTION LOAD 1 3623.0 .000 FR EQ. 6 -3167.9 .000 FR M. 6 750.2 .000 FR N. 6 .602.4 .000 FR E4. 6 1041.3 .000 FR EQ. 6 -929.8 ~ 000 FR EO, 6 51.2 .000 fR EQ. 6 27.4 ~ 000 FR EQo 6 5 2573.9 1.000 fR EO 6 -1918.0 1.000 FR N, 6 6 208.5 .000 FR N. 6 .85.1 .000 FR EO. 6 7 134.4 1.000 FR EO+ 6 43.9 1.000 FR EOo 6 8 169.3 1+000 fR EQ. 6 9.1 1.000 FR EO. 6 9 243.0 1.000 fR EQ. 6 -119,5 1.000 FR E4, 6 10 1887.2 1.000 FR EO '6 -1306.3 1.000 FR EO 6 11 5608.4 1.000 fR EO. 6 -4952.5 1.000 FR EQ 6 12 6294.8 1 000 FR EO. 6 .5515.6 1.000 FR EQ. 6 13 3093.4 .000 fR M 6 -2695.6 ~ 000 FR EQ+ 6 14 11031.3 ~ 000 fR EOo 6 -10481.8 +000 FR EQ, 6 15 539.3 .000 FR N. 6 -439.3 .000 FR E4. 6 16 9888.3 .000 FR N. 6 -9661.4 .000 FR N. 6
CALC NO IW.PCR.6547 GTtCES 3.38 92/09/24. tN.36.47. PAGE 23 CALC NO NNP-PCR-6547 GT I CES 3,3B 92/09/24. 09.36,48. PAGE 24 DYNAMIC AREA CUWARY STATISTICS.
INITIAL POOL SIZE 4091 POOL SI2E INCRENENT 4091 NNQER OF DATA POOL INVES 255 DATA CNPACT IONS 6 LOU RELEASED 0 HIGH RELEASED 0 LQI UNRELEASED 0 LOM NCOULES 2 HIGH NCOULES 0 BLOCKS READ FROI DISK 89 BLOCKS READ FRQI ECS 20 SEtNJENTIAL READ AHEADS INITIATED 0 BLOXS READ AHEAD DISCARDED 0 ONE-PRU READ CQJNT 0 ONE-PRU IAIITE CRNT 4 BLOXS IRITTEN TO DISK 0 ONE-RID UPDATES IN ECS 0 BLOCKS RENRITTEN TO ECS 0 NAXIIRM NNGIER OF ALLOCATED lORDS 267166 NAXWM flELD LENGTH ATTAINED 36&200 NOSER OF CRASHES sr NNGIER Of FIELD LENGTN INCREASES 42 NLSSER Of FIELD LENGTH DECREASES 8 ER OF OVERFLY-ACTION CALLS 6 S
ALU IO'TTACHMENT" NE035/11 DATE 92 09 24 PAGE O*OO ~ ~ ~ 0 ~ 0 ~ ~ II@ ~ ~ ~ ~ ~ ~ ~ ~ 0 ~ P ~ ~ ~ 0 ~ ~ 0 ~ 1
~
gpss A PROJECT g STiRIP JOB NO.
CALC NO. SHT NO+
0 PREPARED BY DATE CHECKED BY DATE 0 fNchrt &i~
0 0
~ tt~ ~ ~ I ~ I ~ 1 0 ~ ~ ~ I ~ ~ 0 0 ~ 0 1 1 1*0 l ~ 0 ~ 0 ~ ~ ~ ~ ~ ~ ~ 0 ~
wcPC (
EEEEEEEEE 55555555 EE E 55 EE 55 EEEE 55555555 EE 55 EE E 55 EEEEEEEEE 55555555 VERSION E A S E D AUGUST 1989 USER NANUAL VERSION THEORETICAL NANUAL VERSION: 8 VERI F ICATION NANUAL VERSION: 10 000010 ~ I ~ ~ 0 ~ ~ 0 ~ 10000 ~ 01 ~ 0 ~ IO ~ ~ ~
IN CASE OF PROBLENS MITH I%035, CONTACT THE
~ BASEPLATE USER REPRESENTATIVES:
0 i COPYRIGHT 1984,1987 BECHTEL PQIER CORP. ALL RIGHTS RESERVED.
11 ~ OO ~ OIOO ~ ~ ~ ~ ~ 0 ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 ~ ~ ~ ~ 0 ~ ~ 0 ~ ~ ~
IKQRi/11 OATE 92 09-24 PACE 2
~ ioeeeetee~~ii~tatoeaea~
NKPROCESQR @PUT DATA CARDS
- l*tttttP1ttttOOHtltN1ttetfHe%
CARO KO 1 2= - ~ 3 4 5 6 7 12345678901234567890123456789012345678901234567890123456789012345678901234567890 8
1 3 FTLENA%~INPBP27 2 OJT Jg ~ 1/
3 CCN g~ ~ g 3000/
4 PLA 5glggbt14$ 1$ 29/
6 BPR 1,8.8E5,1.25E6,8200/8680/
7 BOL 2,2,1,1.5,1.5/
8 BOL 2,6,1 ~ 1.5,12.5/
9 BOL 4,2,1,6.5,1.5/
10 BOL 4/6/1,6.5,12.5/
11 ERO/
12 TUB 3,4,1,3.5,7.5/
13 Ele/
14 POI 3,4/
15 LOA, ~ 1,1445,-1150,1272,22019,12323,-4591/
16 EIN/
17 ERO OF JOB
~~ ERO OF INPUT DATA ~
I%035/11 DATE 92-09-24 PACE ttttttttttttttttttttttttttt PREPROCELNR lNPIJT DATA CARDS 1
ttttlllttlll*tttlllltt t>>>>ttttttttttttt>>ttttttttttttttttltttltlttttlt CARD 3 4 5 6 7 NO 12345678901234567890123456789012345678901234567890123456789012345678901234567890 1 3 F ILENANEtNNPSP27 2 OJT 0 0 1 3 CON 0 0 0 0.000 3000.000 0.000 0.000 0.000>> 0.000 4 PLA 51 7 0 8.000 14.000 1.000>> 29.0001 0.000 0.000 5 APR 0 0 1>> 6.000>> 6.000 ~ 2501 .2501 0.000>> 0+000 6 SPR 0 0 11 .880E+061 .125 E+071 ~ 820E+04>> .868E+04* 0.01 0.0 7 aOL 2 2 1.500 1.500 0.000>> 0.000>> 0.000>> 0.000 8 ROL 2 6 11 '1.500 12.500 0.000>> 0.000 0.000>> 0.000 9 ROL 4>> 2 1>> 6.500 1.500 0.000 0.000>> 0.000>> 0.000 10 ROL 4>> 6 11 6.500 12.500 0.000 0.000 0.000>> 0.000 11 END 12 TIN 3>> 4 1>> 3.SDO>> 7.SDO 0.000 0.000>>
13 END 14 POl 3>> 4 0 0.000>> 0.000 0.000>> 0.000 0.000>>
15 LOI 0 0 1* 1445.0>>'1150.01 1272.0 22019.0 12323.0 -4591.0 16 END 17 END OF JM
~ END OF lNPUT DATA DECK ~
m035/11 DATE 92 09e24 PAGE 4 ttttttttttttttt 1 ttt tttt tttttttttttt F ILEXA%tHHPQP27 ttttttttttttttt*ttt tttttttttttttttttttttttttttttttttttttttttt INPUT PARANETERS PLATE THICKNESS...". 1.000
~
PLATE X DIHENSION ~ . 8.000 Y DINENSION ~ ~ ~ ~ ~ ~ ~ 14.000 IRSULUS OF ELASTICITY ". .290E+08 C(RICHE T E IHmULUS ~ ~ ~~ ~ ~~ ~ .312E+07 CONCo CON ~ STRENGTH ~~~ ~ 3000.0 BOLT LOCATIONS BOLT I J NCOE X-COM..Y.COORD 1 2 2 9 1.500 1.500 2 2 6 13 1.500 12.500 3 4 2 23 6.500 1.500 4 4 6 27 6.500 12.500 BOLT PROPERTIES BOLT STIFFNESS (LB/IN.) ALLOMABLE FORCE (LB) eeoeeeoo eo e TENSION SHEAR TENSION SHEAR
~ 880E+06 .125E+07 8200. 868D.
2 .880E+06 .125E+07 8200. 8680.
3 .NOE+06 .125E+07 8200. 8680.
4 .880E+06 .125E+07 8200. 8680.
I%035/11 DATE 92 09 24 PAGE 5
~ ttttttttttttttttttttttttttttttttttt 1
F ILENANEtHNPSP27
~<
ttttttttttttttttttttt t*tttttttttttttttttttttttttttttttttt ATTACHNENT DATA ATTACIWENT NOSER TTPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ TLS PROPERTY NOSER 1 D DINENSION 6.000 I LINE WOOER ~ ~ ~ ~ ~~ 5
~~ ~~ ~
I DINEKSION "o ~ 6.000 J LINE NIWQER 4 HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 X COORD I NATE ~~ ~~~~ ~ 3.500 THICKNESS (T1) ~ ~ .250 Y~COORDINATE ~ ~ ~ ~ ~ ~ ~ 7.500 THICKNESS (T2) .o .250 ORIENTATION ANGLE " 0.0
I%035/11 DATE 92-09-24 t ttt tttttttttttttttttttttettttttatto F lLENANEtNKPSP27 ttttttttttttttttttttt ttttttttttttttttttttttttttttttttttttttttttttttt LOAD1KG COND 1T lONS LOADlNG CASE NO. t 1 LOADlNGS APPLlED AT INmE < 36 FOICE FX t 1445.00 FQtCE FY > -1150+00 FMCE F2 t 1272.00 NUGENT NX t 22019.00 I@KENT NY t 12323.00 INWENT NZ t -4591.00
%035/11 DATE 92.09.24 7 PACE
~ ftttnttlttttt*f14ettlit~i~
f LLENA%~27 014t101ttt404~ HOltl4tttt44ttlttlttOttftttllNtlttO BASEPLATE CONNECT i VITY ELENENT ELENENT ICE NO. JA JB JC J0 NO. JA JQ JC JO 1 1 8 9 2 2 2 9 10 3 3 3 10 11 4 4 4 11 12 5 5 5 12 13 6 6 6 13 14 7 7 8 15 16 9 8 9 16 17 10 9 10 17 18 11 10 11 18 19 12 11 12 19 20 13 12 13 20 21 14 13 15 22 23 16 14 16 23 24 17 15 17 24 25 18 16 18 25 26 19 17 19 26 27 20 18 20 27 28 21 19 22 29 30 23 20 23 30 31 24 21 24 31 ~
32 25 22 25 32 33 26 23 26 33 34 27 24 27 34 35 28
I%035/11 DATE 92-09-24 PACE 8 ttttttttttttttttttttttttttttttttttttt F 1LENA%oNXPSP27
~ ttttt1111111tttt Ottttttttttttttttttttttttttttttt KODAL COORD 1 NATES 1 J F RANE QBE X T 2 L1NE L1NE NME COORD 1 NATE COORD 1 NATE COORD1MATE 1 1 0.000 0.000 0.000 2 2 0.000 1.500 0.000 3 3 0.000 4.500 0.000 4 0.000 7.500 0.000 5 5 0.000 10.500 0.000 6 6 0.000 12.500 0.000 7 7 0.000 14.000 0.000 1 1.500 0.000 0.000 2 9 1.500 1.500 O.NO 3 10 .500 4.500 0.000 4 11 .500 7.5N 0.000 5 12 .500 10.500 0.000 6 13 1.SOO 12.500 0.000 7 14 1.500 14.000 0.000 15 3 ~ 500 0.000 0.000 2 16 3.500 1.500 0.000 3 17 3.500 4.500 0.000 4 18 3.500 7.500 0.000 5 19 3.500 10.500 0.000 6 3.500 12.5N 0.000 7 21 3.500 .14.000 O.ON 1 22 6.SOO 0.000 0.000 2 6.500 1.500 0.000 3 24 6.500 4.5N 0.000 4 25 6.SOO 7.500 0.000 5 26 6.500 10.500 0.000 6 27 6.500 12.500 0.000 7 28 6.500 14.000 0.000 1 29 8.000 0.000 0.000 2 30 $ ,000 1.500 0.000 3 31 8.000 4.500 0.000 32 8.000 7.500 0.000 5 33 8 000 10.500 0.000 6 34 8 000 12.500 0.000 7 $ .000 14.000 0.000 IKSES AT APPL1 CATlON OF LOADS 3 4(0 FFSET) 36 3.500 7.5N 500
%035/11 DATE 92-09-24 PACE 9 fQffQf~1 tilt*1t1**ttlttttttatlltO F lLENA%<NNPSP27 OIIO~t& Atll&NtfPt1ltt~t1tHtkHNPIP CONCRETE STlFFNESS DATA NODE EFFECT lVE CONCRETE NXIE EFFECTlVE CONCRETE AREA STl FF NESS AREA STTFfNESS 1 .562 .183E+06 2 1.312 .426E+06 3 1.125 .365 E+06 4 .750 .243E+06 5 .875 .284E+06 6 1.062 .345 E+06 7 .562 .183E+06 8 1.312 .426E+06 9 3.937 ~ 128E+07 10 5.250 170 E+07 11 '.250 .170E+07 12 4.375
~
~ 142E+07 13 3.062 .994E+06 14 1.312 .426E+06 15 1.875 .608E+06 16 6.000 .195E+07 17 8.625 .280E&7 18 9.000 .292E+07 19 7.250 .235E+07 20 4.625 ~ 150E+07 21 1.875 .608E+06 22 1.687 .548E+06 23 5.062 .164E+07 24 6.750 .219E+07 25 6.750 .219E+07 26 5.625 .183E+07 27 3.937 .128E+07 28 1.687 .548E+06 29 .562 .183E+06 30 1.687 .548E+06 31 2.250 .730E+06 32 2.250 730E+06 33 1.875 .608E+OS 34 1.312 .426E+06 35 .562 .183E+06 SQNAT1ON OF EffECTlVE AREAS > 112.000 PLATE AREA ~ 112.000 TOTAL COlCRETE STlFfNESS ~ 363E+05
~ 1NPUT DATA PROCESSlNO CNPLETE+ *~
I%035/IT DATE 92 09.24 PACE PLOT PLAN VIEM Of TNE BASEPLATE, MNERE TNE X AXIS (CONSTANT J LINES) ARE IKNIZONTAL, ANO TNE Y AXIS (CONSTANT I LINES) ARE VERTICAL, NJJJJJJJJJJJJNJJJJJJJJJJJJ~JNJJJJJJJJJJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I B I B I NJJJJJJJJJJJBBSJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJJJJJJJJJBBBJJJJJJJJJJJJN I I I I I I I I I I I I I I I I I
I I I I I I N JJJJJJJJJJJJJN I A I A I A I A I A I A I A I A I A I A I A I A I A I A I A NJJJ JJJJJJJJJJJJJJJJJJJJJJJJJJJAJJJJJJJJJJJJJN I A I A I A I A I A I A I A I A I A A
1.' 1 A 1 I A 1 A 1 KJ JJJJJJJJJJJJJN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1
1
=1 1 1
1 1
1 1
1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 NJJJJJJJJJJJQBSJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJJJJJJJJJSSSJJJJJJJJJJJJN 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJN
PROGRAN: NE035 SASKPLATE OMIT S9601 0110 AAH 7083 DATE< 92-09-24 RELEASE 11 NOS/VK 1.5.3 L765 TINE: 13:20:08 PAGE<
tttttttttttttttttt RESIN SOLUTION PNASE t LOA ~ CASK NOq 1 ttttttttttttttttttttttttttt TITLE: F ILERANE&RPBP27 LOAD CASE RO.
(TOP TEN VALUES)
DISPLACENENTS KODE DISPL. IRSE 0 ISPL ~
5 .336246E.02 31 -.809196E-03 6 .328099E.02 30 -.573565K-03 12 .316537E-02 24 -.351397K-03 7 .295519E-02 29 .347650K-03 4 .274493E.02 23 .324636K.03 13 .267462E-02 32 -.285248K-03 11 .255237E.02 22 -.212485K-03 14 .241440E-02 15 .345179K-04 3 .212472E.02 16 .250957E.03 20 .204698E-02 25 .256206E.03 OUADR I LATERAL PLATE PR I NC I PAL STRESSES ELENENTS + Z FACE ELEN SIGNA ELEN SIGNA EL EN SIGNA ELEN SIGNA 5 3119. 11 2907. 17 2324. 20 -1905.
23 1900. 14 -1848. 6 -1181. 13 -1052.
7 -952. 1 -871.
KLENENTS Z FACE EL EN SIGNA ELEN S1GNA ELEN SIGNA EL EN SIGNA 5 -3309. 11 -2695. 17 -2093. 20 1775.
14 1608. 23 -1490. 6 1222. 7 1039.
13 988. 1 881.
CONCRETE LOADS Nmf Z.PRESS RODE 2 PRESS IKOE Z PRESS NCOE 2 PRESS 31 -263. 30 -186. 24 -114. 29 -113.
23 -105. 32 .93. 22 -69. 35 0.
34 0. 33 0.
PROGRANs NE035 SASEPLATE Sos S9601 0110 AAll 7083 DATEs 92-09-24 RELEASE 11 NOS/VE 1.5.3 L765 TlNEs 13s20s28 PAGEs 12 NOLT LOADS N(eE X-SHEAR Y SHEAR SRSS TENS lON 9 183. -201. 272. 660.
13 543. -211. 582. 2354.
23 185. -373. 416. 0.
27 539. -3&5 651. 851 ~
DOLT lNTERACTlON EQIJATlON ENAT10Nt((TENSlON/TALL%)tt 1.000+(SHEAR/SALLOM)tt 1.000))tt 1o000 N(XSE TENS! ON SHEAR TENSTON SHEAR INTERACT SAFETY ALLOM ALLOI RAT10 RAT lO RAT10 FACTOR 9 8200. 8680..081 .031 .112 8.940 13 8200. 8680..287 .067 .354 2.824 23 8200. 8680..001 .048 ~ 049 20.432 27 8200. 8680..104 .075 .179 5.592
~ tttttttttttttttttttttttttttttttttttttttltttt t E N D L 0 A 0 CASE t ttttttttttttttttttttttttttttttttttttttttt*ttt
~ tttttttttttttttttttttttttttttttttttttttttttt t END POSTPROCESS l NQ t ttttttttttttttttttttttttttttttttttttttttttttt
CALC I IKISS/11 9Z-09-ZC PAGE 1 ATfAMNT
'ATE
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t~ ~ ~ ~ I~ ~ ~ 0 ~ ~ ~ ~ 0 ~ I~ ~ ~ ~ 0 ~ ~ ~ ~ ~ OF PROJECT JOB NO CALC NO. SHT NO.
PREPARED BY DATE CHECKED BY DATE e 4
~ 0 ~ 1 4 ~ P P 1 0 0 0 ~ 0 0 0 0 t1 0 ~ I~ ~ ~ ~ 0 ~ 0 ~ 1 1 ~
EEEEEEEEE 55555555 EE E 55 EE 55 EEEE 55555555 EE 55 EE E 55 EEEEEEEEE 55555555 VERSION LEASED AUGUST 1989 USER NANUAL VERS ION THEORETICAL NANUAL VERSION: 8 VER IF ICATION NANUAL VERSION: 10
~ ~ 1 ~ 010010 ~ OO ~ IO ~ ~ ~ ~ ~ ~ ~ OOO ~ ~ OOO ~
IN CASE OF PROBLEHS MITII %035/ CONTACT THE
- BASEPLATE USER REPRESENTATIVES'
~ COPYRIGHT 1984,1987 BECHTEL POUER CORP. ALL RIGHTS RESERVED. *
~ 010 ~ 01* ~ 0 ~ 011101IOO ~ 0 ~ OO ~ 0 ~ ~ 11000 ~ ~
- IIE035/11 DATE 92 09 24 tttttttttttttttttttttttttttttttttt PREPROCESSOR lNPUT DATA CARDS tttttt* tttttttttttttttttttttttttttttttlttttttttttttttt CARD 3 4 5 6 7 8 NO 12345678901234567890123456789012345678901234567890123456789012345678901234567890 1 3 FlLENANEtHNPBP28 2 OIT ~ ~ ~ 1/
3 CON g g ~ g 3000/
4 PLA 6,7,$ 10,10/1/29/
5 SPR g ~ 1/8.8E5,1.25E6,6020,5210/
9 SOL 5,5,1,8,8/
10 END/
11 ATT 3$ 4gg4.5,6.25/
12 JST 3,4,2,2.5,180/
13 lST 2,4,5,1,75/90/
14 1ST 2$ 5$ 6$ 75 90/
15 JST 2,6,4,5,0/
16 1ST 4,6,5,e75g270/
17 1ST 4,5,4,1.75,270/
18 lST 4,4,3,2.5,270/
1 JST 4,3,2,5,180/
T 2,3,4,2.5,90/
/
END/
23 POl 3,4/
24 LOA 1,913,-1355,1788,30537,9486,10763/
25 END/
26 END OF J08 t END OF 1NPUT DATA ~
%035/11 DATE 92 09.24 PACE 3 ttttt>>>>tttttttt>>tttt>>tttttt>>ttt>>>>
PREPROCESQS INPVT DATA CARDS ttt>>t1*ttttttt t>>tttt>>1111*11111>>ttttttttttttttt>>
CARO 1 2 =-- -3 4 5 6 7 8 No 12345678901234567890123456789012345678901234567890123456789012345678901234567890 1 3 FILENAKE>>KNPBP28 2 OJT 0 0 1 0 3 CQI 0 0 0.000 3000.000 0.000 0,000 0.000 0.000 4 PLA 6>> 7 10.000 10.000 1 ~ 000>> 29.000 0.000 0.000 5 BPR 0 0 1>> .880E+06>> .125 E+071 .602E+04>> .521 E+04'.000 0.0 0.0 6 BOL 2 2 1>> 2.000 2.000 0.000 0.000 0.000 7 BOL 2 5 1>> 2.000 8.000 0.000 0.000 0,000 0.000 8 BOL 5>> 2 1>> 8.000 2+000 0.000 0.000 0.000 0.000 9 BOL 5'>> 5 11 8,000 8.000 0.000 0.000 0.000 0.000 10 ENO 11 ATT 31 4 4.500 6.250 0.000>> 0.000 12 JST 3>> 4 2.500 180.000 0.000 13 IST 4 5 1+750>> 90.000 0.0001 14 IST 2 5 6>> .75O 90.000 0,000 15 JST 6 41 5.000 0.000 0.000 16 I ST 4 6 5>> .7501 270.000 0.000 17 IST 4 5 4* 1.750>> 270.000 O.OOO>>
18 1ST 4>> 4 3>> 2.500 270.000 0.000 1 T 4 5.000>> 180.000 0.000 2 3 4>> 2,500 90.000 0.000>>
22 END 23 Pol 3* 4 0 0.000 0.000 0.000 0.000 0.000 24 LOA 0 0 1>> 913.0 .1355.0 1788.0 30537.01 9486.0 10763.0 25 END 26 END OF JOB
~ ENO OF INPUT DATA DECK ~
NE 035/11 DATE 92-09-24 PAGE 4
~ ttttttttttttttttttttttttttttttttttt F ILENA%tHHPQP28 t
tttttttet tttttttttttttttttttttttttttttttttt INPUT PARAHETERS PLATE THICKNESS ~ ~ ~ ~ ~ ~~~ 1.000 PLATE X-DIHENSION ....... 10.000 Y OIHENSION ...... 10.MO NCOULUS OF ELASTICITY ... ~ 290E+08 CONCRETE INmULUS ~ ~ ~ ~ ~ ~ ~ ~ .312E+07 CONC. CSP. STRENGTH o." 3000.0 BOLT LOCATIONS BOLT I J NME X-COORD., Y-COORD.
1 2 2 9 2.000 2.000 2 2 5 12 2.000 8.000 3 5 2 30 8.000 2.000 4 5 5 33 8.000 8.000 BOLT PROPERTIES BOLT STIFFNESS <LB/IN.) ALLOIABLE FORCE (LB)
TENSION SHEAR TENSION SHEAR 1 .880E+06 .125E+07 6020. 5210.
2 .880E+06 .125E+07 6020. 5210.
3 .880E+06 .125E+07 6020. 5210.
.880E+06 .125E+07 6020. 5210.
I%035/11 DATE 92 09-24 PAQK 5 tttttttttttttttttttttttttttttttttttt F ILENA%iHNPSP28 t*ttttttttt ttttttlttttttttttttttttttttttttttttt ISN. STANDARD ATTACHHENT DATA ATTACHHENT IRNSER 1 SEGHENT NOBER ~ ~~ ~~ ~ ~ ~ ~ 1 TYPE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ JST HEIGHT ~ ~ ~ ~ ~ ~ ~ o~~~ ~ ~ ~ ~ ~~ 0.000 D I STANCE ~~~~~~~ ~ ~ ~ ~~ ~~ ~ 2.500 ORIENTATION ANGLE ."". 180e0 THICOESS ~o~~o~~ ~~ ~~ ~~ ~ 0.000 SKQNKNT NQIER ~~~~~~~~ ~ 2 TYPE ~~ ~~~~~~~~~~~~ ~~~~~ IST HEIGHT ~~~~~~~ ~ ~~~~~ ~ ~ ~~ 0.000 D I STANCE ~~~~~~ ~~~ ~ ~ ~~~~ 1.750 ORIENTATION ANGLE ..o" 90.0 THINESS ~~~~~~ ~ ~ ~ ~ ~~ ~ ~ 0.000 SEGNENT NSER ~~ ~ ~ ~ ~~ ~ ~ 3 TYPE ~ ~ ~ ~ ~ ~~~~~~~~~~~~~~ IST HEIGHT ~ ~ ~ e ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .750 ORIENTATION ANGLE ~ ~ ~ ~ ~ ~ 90.0 THICOESS ~~~~~~~o~ ~~~~~ 0,000 SEQNENT NNSER ~~ ~ ~ ~ ~ ~~~ 4 TYPE ~~ ~~~ ~ ~ ~~~~~ ~~ ~~ ~~~ JST HEIGHT ~~ ~~~ ~ ~~~~~~~ ~~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 5.000 OR!ENTATION ANGLE .". ~ 0.0 THICOESS ~ ~ ~ ~ ~ ~ ~~~~~~~~ 0,000 SEGHENT IRNSER ~~~~ oooo ~ 5 TYPE ~~~~~~~o~ ooo ~~~~~~~ IST HEIGHT ~ ~ ~ ~ ~ oooooee ~ oooo 0.000 DISTANCE ~ ~ eeo ~ ~ ooo ~ ~ ~ ~ ~ .750 ORIENTATION ANGLE 270.0 THICOESS ~ ~ ~ ~ ~ ooo ~ ~ ~ o ~ e 0.000
I%035/11 DATE 92 09-24 PACK 6
~ ttttt1 11 1 1 1 1 11 1 1 1 1 ttt1 ttt1 tttttttttt1 1 tt1
~ P ILENA%tHNPSP25 11 ttt1ttttttktt1111 ttttttttttttttttttttttttttttttttttttttttttttt NON STANDARD ATTACHNENT DATA SKGNKNT NQSER "....." 6 TYPE ~ ~ ~ ~ ~~~~~~~~~~~~o~~ IST HEIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1.750 ORIENTATION ANGLE .. 270.0 TNINESS ~~~ ~~ ~~~~ ~ oo ~~ 0 000 SKINT NSER ~ ~ ~~~ ~ ~ ~ ~ 7 TYPE ~ ~~~~~~~~ ~~~~~~~~~~ IST HEIGHT ~ ~ ~ ~ ~ ~~ ~~ ~ ~ ~~~~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2.500 ORIENTATION ANGLE ."... 270.0 THINESS ~~~~~~~ ~~ ~~ ~ ~ ~ 0.000 SKGHKNT NQSER ~~ ~~~ ~~ ~~ 8 TYPE ~~~ ~ ~~~o~~~~~~ ~~~ ~~ JST NKIGHT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o ~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 5.000 ORIENTATION ANGLE .... 1SO.O THINESS ~~~~ ~~ ~~~ ~ ~ ~ ~~ 0.000 SECANT NLSOER ~~ ~~ ~~ ~~ ~ 9 TYPE ~~~~~~ ~ ~~ ~ ~~ ~~~ ~ ~ ~ ~ IST HEIGHT ~~~~~ ~~~ ~ ~o~~ ~~ ~ ~ 0.000 DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2.500 ORIENTATION ANGLE ."... 90.0 THICQIESS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0.000
NE 035/11 DATE 92 09 24 PAGE y*~y~~yyyyiiilOPOPteltll11*OIOOtOtlOtttlOO F lLENANE<NNPBP28
~ PIIIIOIOIIPIOI ~&Ottt101111&OIPP14100111111110fii101t LOADlNG CONDlTlONS LQADlNG CASE NO. ~ 1 LOADlNGS APPLIED AT NODE ~ 43 FORCE FX > 913.00 FORCE FY ~ -1355.00 FORCE F2 ~ 1788.00 NOIENT NX ~ 30537.00 NINENT NY ~ 9486.00 lKNENT NZ ~ 10763.00
NE035/1'1 DATE 92-09-24 PACE 8 11I I ttttttlttt ttttlttltllttttltl*lltltlllttttttt F l LENA%IHNPQP28 I
Itltllltttltttt ~ tttttttttttttttttlttttttttttttttttttttttttt BASEPLATE CONNECT lVlTY ELENENT CIE ELEKENT SSE NO. JA JS JC JD NO. JA JB JC JD 1 1 8 9 2 2 2 9 10 3 3 3 10 11 4 4 4 11 12 5 5 5 12 13 6 6 6 13 14 7 7 8 15 16 9 8 9 16 17 10 9 10 17 18 11 10 11 18 19 12 11 12 19 20 13 12 13 20 21 14 13 15 22 23 16 14 16 23 24 17 15 17 24 25 1d 16 1d 25 26 19 17 19 26 27 20 18 20 27 28 21 19 22 29 30 23 20 23 30 31 24 31 . 32 25 22 25 32 33 26
~a 33 34 27 24 27 34 35 28 36 37 30 26 30 37 38 31 27 31 38 39 32 28 32 39 40 33 29 33 40 41 34 30 34 41 42 35
NE 035/11 DATE 92-09-24 PAGE 9 ititiieiii ~ tttttttttttttttttttttttttttttttttttttttttttttt t
F ILENANEtHNPSP28 t
~ titttttttttt*tttttttt ttttt*ttttttttttttt*ttttttititttit*tttt**tt*ttt lNSAL COOS I NATES I J FRANK IKSE X Y 2 LINE LINE INSE COORDINATE COORD I NATE COORDINATE 1 1 1 0.000 D.DDD 0.000 1 2 2 0.000 2.000 0.000 1 3 3 0.000 3.750 0.000 1 4 4 0.000 6.250 0.000 1 5 5 0.000 8.000 0.000 1 6 6 0.000 8.750 0.000 1 7 7 0.000 10.000 0.000 2 1 2.000 0.000 0.000 2 2 9 2.000 2.000 0.000 2 3 10 2.000 3.750 0.000 2 4 11 2.000 6.250 0.000 2 5 12 2.000 8.000 0.000 2 6 13 2.000 8.750 0.000 2 7 14 2.000 10.000 0.000 3 1 15 4.500 0.000 0.000 3 2 16 4.500 2.000 0.000 3 3 17 4.500 3.750 0.000 3 18 4.500 6.250 0.000 3 5 19 4.500 8.000 0.000 3 6 20 4.500 8.750 0.000 3 7 21 4.500 10.000 0.000 4 1 22 7.000 0.000 0.000 4 2 23 7.000 2.000 0.000 4 3 24 7.000 3.750 0.000 7 000 6.250 0.000 4 5 26 7.000 d.000 0.000 4 6 27 7.000 8.750 0.000 7 28 7.000 10.000 0.000 5 1 29 d.000 0.000 0.000 5 2 30 d.000 2.000 0.000 5 3 31 d.000 3.750 0.000 5 4 32 8.000 6.250 0.000 5 5 33 8.000 8.000 0.000 5 6 34 8.000 8.750 0.000 5 7 35 8.000 10.000 0.000 6 1 36 10.000 0.000 0.000 6 2 37 10.000 2.000 0.000 6 3 38 10.000 3.750 0.000 6 4 39 10.000 6.250 0.000
I%035/11 OATE 92-09-24 PACE 10 ttttttttttttttttttttt t ttt1 tttt1 ttttt F TLEXA%tNNPSP28 ttttttttttttttttttttttttttttttttttttttttttt11ttttttttttttt1tttttttttttttt11tttttttttt INSAL CXRD I NATES l J FRAIS INBE X Y 2 L 1NE L lKE NME COOS l NATE l COORD NATE COOROl NATE 6 5 40 10.000 8.000 0.000 6 6 41 10.000 8.750 0.000 6 7 42 10.000 10.000 0.000 INSES AT APPLlCATlON OF LOADS 3 4(OFFSET) 43 4.500 6.250 .500
m 035/11 DATE 92-09-24 PACK 11 MOO*~yrtOOot4tOt1t11000t10tttOW1 fILENA%<NNPSP28
~ t0110lttlttltOtt~tt& &ttOI1**1111t1tiltt1111114ttt11tOOtttttt1tt CONCRETE STIFFNESS DATA INSE EF FECT IVE CONCRETE INSE KFFECT I VE CONCRETE AREA STIFFNESS AREA STIFFNESS 1 1.000 .336E+06 2 1.875 .630E+06 3 2.125 .714E+06 4 2.125 .714E+06 5 1.250 .420E+06 6 1.000 .336E+06 7 .625 .21 DE+06 8 2.250 .756E+06 9 4.219 .142E+07 10 4.781 .161E+07 11 .4.78'I .161E+07 12 2.812 .946E+06 13 2.250 .756E+06 14 1.406 .473K+06 15 2.500 .840E+06 16 4.687 .158E+07 17 5.312 .179K+07 1d 5.312 .179E+07 19 3.125 .105E+07 20 2.500 .840E+06 21 1.562 .525E+06 22 1.750 .5ME+06 23 3.281 .110K+07 24 3.719 .125E+07 3.719 .125K+07 26 2.1d7 .735E+06 1.750 .588K+06 28 1.094 .368E+06 1.500 .504E+06 30 2.812 .946Ei06 31 3.187 .107E+07 32 3.187 .107E+07 33 1.875 .630E+06 34 1.500 .504E+06 35 .937 .315K+06 36 1.000 .336E+06 37 1.875 .630K+06 38 2.125 .714E+06 39 2.125 .714E+06 40 1.250 .420E+06 41 1.000 .336E+06 42 .625 .210E+06 SLNIATION Of EFFECTIVE AREAS ~ 100.000 PLATE AREA ~ 100.000 TOTAL CONCRETE STIFFNESS ~ .336E+08
~ INPIIT DATA PROCESSINQ CCHPLETE. ~
I%035/11 DATE 92 N.24 PACE P PLOT PLAN VIEN Of TME BASEPLATE'WE THE X AXIS (CONSTANT J LINES) ARE IKNI?OITAL, AMD THE Y AXIS (CONSTANT I LINES) ARE VERTICAL.
NJJJJJJJJJJJJJNJJJJJJJJJJJJ 4444JJKJJJJJJJJJJJJJJJJJJNJJJJJJJMJJJJJJJJJJJJJJN I I I I I I I I I I I I I I I I I I I I I I NJJJJJJJJJJJJJ JJJJJJJNJJJJJJJJJJJJJJM I A I A I I I A I A I I I A I A 8 I NJJJJJJJJJJJJJAJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJAJJJJJJSBBJJJJJJJJJJJJJM I A I A 8 I I A I A I I I A I A I I I A I A I I I A I A I I I A A I I A I A I I I A I A I I NJJJJJJJJJJJJ JJJJJJJJJJJJJJJJJAJJJJJJJNJJJJJJJJJJJJJJN I A I A I I I A I A I I I A A I I I A I A I I I A A I I I A I A I I I A I A I I I A I A I I I A I A I I I A I A I I I A I A I I NJJJJJJJJJJJJJ JJJJJJJMJJJJJJJJJJJJJJN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 8 I I 8 I NJJJJJJJJJJJJSSSJJJJJJJJJJJJJJJJJJMJJJJJJJJJJJJJJJJJJMJJJJJJBSSJJJJJJJJJJJJJM I 8 I I 8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJJNJJJJJJJJJJJJJJJJJJNJJJJJJJNJJJJJJJJJJJJJJM
PROGRAN: NE035 SASEPLATE SNQI: S9601 0110 AAII 7081 DATE: 92.09-24 RELEASE 11 NOS/VE 1.5.3 L765 TINE: 12:34)25 PAGE: 13 1111111111111111
~ E 0 I N S 0 L U T I 0 N P N A S E L 0 A 0 C A S E N 0:
~ ~~ttttttttttttttttttttttttttttt1111tt TITLE: FILENANEtHMPSP28 LOAD CASE NO.
(TOP TEN VALUES) 0 I S P L A C E N E N T S NME 0ISPL. NtIE 0 ISPL ~
7 .60'l470E.02 22 -.643703E 03 14 .557485E.02 15 e.637019E.03 6 .509943E.02 23 e.621235E 03 21 .501649E.02 30 -.617772E.03 13 .466271Ee02 29 -.587693E.03 5 .454994Eo02 37 -.526119E-03 28 ~ 445364E-02 36 -.474248E.03 35 .416473E-02 8 e.441528E 03 12 .411625E.02 16 e.320971E.03 20 .410428E.02 1 e.218181E 03 QUADR I LATERAL PLATE PRINCIPAL STRESSES ELENENTS + Z FACE ELEN SIGNA ELEN SIGNA ELEN SIGNA ELEN SIGNA 20 .5840. 14 5409. 8 .4144. 26 e 3632.
2 e 2977. 23 1986. 13 e 1973. 27 e 1963 24 1687. 22 1555.
ELENENTS 2 FACE ELEN SIGNA ELEN SIGNA ELEN SIGNA ELEN SIGNA ee oooo ooo 20 5998. 14 S369. 26 3725. 8 3655.
2 2464. 27 2092. 13 1858. 23 o 1694.
24 e 1548. 7 1533.
CONCRETE LOADS NtOE ZoPRESS SSE 2 PRESS NRE ZePRESS INOE Z.PRESS 22 e 216. 1S -214. 23 e 208. 30 e208.
29 e197. 37 e177. 36 e 159. 8 e 148.
16 .108. 38 e73.
PROGRAN! NESS SASEPLATE SIRRII S9601 0110 AAN 7081 DATE: 92-09 24 RELEASE 11 NOS/VE 1.5.3 L765 T INE: 12:34 46 PAGE: 14 a 0 L T LOADS N(HIE X SHEAR T SHEAR SRSS TENSlON 9 654. -761. 1004. 96.
12 -199. -792, 817. 3622.
30 652. 91. 658. 0.
33 -194. 102. 219. 2372.
80LT INTERACT lON EOUAT lON EGUATlONt((TENSlON/TALL(N)tt 1.000+(SHEAR/SALLOI)tt 1.000))tt 1.000 IKCE TENS lON SHEAR TENS lON SHEAR INTERACT SAFETY ALL(HI ALLCM RATIO RATIO RAT10 FACTOR 9 6020. 5210. .016 .193 .209 4.795 12 6020. 5210..602 .157 .759 1.318 30 6020. 5210..001 .126 .127 7.853 33 6020. 5210..394 .042 .436 2.293
~ ttttttttkttttttttttttttttttttttttttttttttttt END LOAD CASE ttttttttttttttttttttttttttttttttttttttttttttt
~ tttttttttttttttttttt*tttt**tt**tt*tttttttttt
- END POSTPROCESS l NG 11***tttttttttt*t*t*tt*tttt*tttt*t*tttttttttt
Pile f CALC ID TTACHMENT CP!tL uNn f NED G93 ZNTERDZSCZPLZNE REVIEW REQUEST (ZRR)
ZRR fs Tos
~>/RET/ggggPCN
'nit/Subunit Ps Plant ~~
Froms j .t/Subunit, Details of Review Requests REFERENCE - PCR-6547, DELETION OP RELIEF VALVES AND ADDITION OP ORIPZCES AND STRAINERS ~
ATTACHED ARE THE SIGNED OFF SUPPORT LOAD SHEETS POR PCR-6547 AS WE KNOW IT AS OP 12s00 P.M.
ON SEPTEMBER 25, 1992 ~ PLEASE USE THESE LOADS IN YOUR SUPPORT DESIGNS AND EVALUATIONS FOR THE ABOVE MENTIONED PCR. THESE, LOADS ARE AS GOOD AS THE INFORMATION USED TO DEVELOP THEM SINCE NO APPROVED DRAWINGS HAVE BEEN RECEIVED AS OP THIS WRITING+
IP THERE ARE ANY QUESTIONS PLEASE CONTACT JOHN HOPKINS AT X-6734 ~
sponse Required Bys Responsible Supervisor/Data Authorised Man-hours Charge Number MAPS Project No.s - 7 Phases Activity:
Response/Justifications Attachments (liat) s Responsible Supervisor/Date Actual Man-hours expended Distributions NED Guideline No. E-24 Revision 4 (EO6d/rlj