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'(4/24/86) R1 VOLUllE I - BOOK 3 TEXAS UTILITIES GENERATING C0!!PANY C011ANCHE PEAK UNIT NO. 2 TABLE OF CONTENTS SUBJECT PRYING ACTION FACTORS & FORMULAS FOR EVALUATING ANCHOR BOLTS PAGE SECTION I - GENERAL (a) Description of Problem 1 (b) Investigation Purpose 2 (c) Investigation Procedure 3 (d) Analysis Method and Computer Program 6 (e) Spring Constants of R C Subgrade at:d Anchor Bolts 7 (f) Base Angles and Plates 12 (g) Prying Action Factors and Hand Calculation Formulas 15 (h) References 19 (i) List of Computer Output 20 SECTION II -
SUMMARY
(a) Sumary of Results 1 SECTION III - CORRESPONDENCE IN/ INPUT DATA IO (a) Anchor Bolt Shear and Tension Stiffness (b) Test Report on Shear and Tension Loading of Richmond Inserts SECTION IV - CALCULATIONS (a) Description of Finite Element !!odel 1 (b) ANSYS Finite Element Hodels 4 (c) Analysis Input 6 (d) Analysis Output 10 (e) Evaluation of Output 33 (f) Verification of Prying Action Factors 41 (g) Prying Action Factors for Application 44 SECTION V - ADDITIONAL PRYING ACTION CONSIDERATIONS (a) Effect of Increased Richmond Insert Loads and Stiffnesses 1 (b) Comparison of Prying Action Factors Obtained by Extrapolation 23 versus ANSYS Program Analysis (c) Verification of Prying Action Factors for Anchorages with 26 Uncentered Attachment (d) Effect of Unused Baseplate Bolt Holes on Prying Action Factors 34 and Plate Stresses p)s (e) Verification of Prying Action Factors for Itulti-Directional Loads 63
(, (f) Effect of Higher Concrete Strength (fc') on Prying Action Factors 70 (g) List of Computer Runs 82 i
(4/24/86) R1 VOLUE I - BOOKS 3A THRU 3Q i' TEXAS UTILITIES GENERATING COMPANY O COMANCHES PEAK UNIT NO. 2 TABLE OF CONTENTS Computer Runs - Prying Action Factors and Formulas for Evaluating Anchor Bolts BOOK NO. TOPIC l 3A Computer Printouts for Base Angle Anal - L8X6X3/4 j and L6X6X3/4 with 2 bolts 38 Computer Printouts for Base Angle Anal - L6X6X3/4 i with 2 bolts 3C Computer Printouts for Base Angle Anal - L6X6X3/4 with 2 bolts 3D Computer Printouts for Base Angle Anal - L8X6X3/4 and L6X6X3/4 with 1 bolt 3E Computer Printouts for Base Angle Anal - L8X6X3/4 and L6X6X3/4' with 1 bolt 3F Computer Printouts for Base Plate Anal - PL 1X24X24 gO with 4 bolts
, 3G Computer Printouts for Base Plate Anal - PL 1X24X24 with 4 bolts 3H Cociputer Printouts for Base Plate Anal - PL 1/2X6X2'-4 with 2 bolts i
3I Computer Printouts for Base Angle Anal - L8X6X3/4 and L6X6X3/4 with 2 bolts _l 3J Computer Printouts for Base Angle Anal - PL 1X14X14 PL 1X24X24 with 4 bolts; PL 1/2X6X2'-4 with 2 bolts 3K Effects of Increased Richmond Insert Stiffnesses and Loads l 3L a) Comparison of Prying Action Factors Obtained by Extra-polation versus ANSYS program analysis.
b) Verification of Prying Action Factors for Anchorages with
' Uncentered Attachment.
3M & 3N Effects of Unused Baseplate Bolt Holes On Prying Action Factors and Plate Stresses.
3P Verification of Prying Action Factors for Multi-Directional Loads.
3Q Effect of Higher Concrete Strength (f'c) on Prying Action Factors.
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, RECOMENDATIONS/
CORRESPONDENCE OUT O O l l . - . __ ='-me. ~" wy , , , _
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I Bolt stiffnesses for tension and shear are suunarized in the follow- ! ing tables. The data was collected from manufacturers tests, FFTF re-po't, r and Detroit Edison testing. I 1 The stiffnesses were calculated by determining Pu, the ultimate l i tensile or shear load, and dividing it by an appropriate factor of safety (fourorfive). The deflection a't 4h"5 is read off the loading-deflection curve. The ' linear' stiffness using 4 o 5 is t kn calcu- , lated. If the load-deflection behavio'r of the bolt is better approni-l mated by a bilinear curve in this load range then two slopes were cal-colated. The load and deflection at which this change in slope occur is tabulated in the last column of the tables. j domeofthedataindicatedthattheboltsarerigduptotheal-j lowable design load. Actually, the measuring devices used to obtain I thisdatamayhavenotbeensensitiveenoughtomeasuresmalldisplace-ments. For these cases'the stiffness is based on the lowest load tos have a measured displacement. . 1 The raw data used in these tables are on file at TES and copies ] will be provided to individul utilities upon request. Note that a substantial amount of ' scatter' is evident in most of this data; this fact should be considered in using these value's for analysis. 5 i 1 l . 1 l
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o f 3.' HILT! KWIK BOLTS TENSION 891t E , bed. Concrete Pu Pu Stie Ocoth Strength Pu e a9 a 81Iinear E (lbs/in) . Lead (Def1.) at (in) (in) (psi) Linear E . Char 9e in slope (1hs) (Ibs) (in) (Ibs/in) K2 K1 for Bilinear K (Ibs) 1/4 1 1/8
- 2000 940 235 0.019 12,370 21.000 9.290 4000 105 (.005) 1475 370 0.0039 94,900 180,000 65,500 180 (.001) 6000 1760 440 0.008 55,000 45,700 120,000 2 5/8 2000 2925 320 (.007) 730 0.03 24,300 12,000 86,000
; 4000 3350 300 (.025) 840 0.004 210,000 6000 3225 806 0.007 115,000 167,000 76,500 3/8 1 5/8 2000 2160 500 (.003) 540 0.018 30,000 13,300 63,300 4000 2300 160 (0.012) 575 0.005 115,000 210,000 51.700 420 (0.002) i 6000 2840 710 0.006 118.000 -
4 5/8 2000 3350 840 0.046 18,300 10,530 55,000 4000 4950 400(0.038) 1240 0.010 124,000
. 6000 4700 1175 0.012 97,920 1/2 2 1/4 2000 4720 1180 0.041 28,780 14,300 60,000 400 (0:028) 4 000 ,_ ,,_5650___ 1412 0.015 _9 p4 73,000 231,250 950 (0.013) 6000 6850 1712 0.008 214,062 6 1/4 2000 9600 2400 0.067 35,820 16,000 47,600 4000 12600 400 (0.025) 3150 0.005 630,000
,5000 15500 3875 0.040 96,880 ' 285,710 56.820 2000(0.007)
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4 A8 4'" Linear E Sillnear E (Ibs/in) (in) (in) Chaege in Slope (ths) i (psi) (Ibs) (in) _ (Ibs/in)_ , K1 K2 for tilinear E (th'.) 5/3 2 3/4 2,000 6,000 1,500 0.015 100,000 . 4,000 6,900 1,725 0.016 107,800 6,000 8,200 2,050 0.006 341,700 i 7 3/4 2,000 10,000 2,500 0.025 '100,000 4,000 17,000 4.250 0.030 141,700 6,000 21,000 5,250 0.105 50,000 138,200 18,710 3,000 (,0275) . il ' 3/4 3 1/4 2,000 8,200 2,050 0.007 292,900 ' 4,000 10,500 2,625 0.023 114,100 ' 6,000 10.700 2.675 0.018 148,600 30,000 296,900 300 (.01) S 9 1/4 2,000 15,700 3,925 0.10 38,250 700,000 3,421
; 4,000 24,500 6.125 0.070 87,500 3,500 0.005) 262,500 17,500 5,250 0.02) '
j 6,000 22,375 5,594 0.03 186,500 ; 1.0 4 1/2 2,000 14,300 3,575 0.019 188,200 4.000._. _ 16J00__ A050 0.01.. 405,000 [
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6,000 21,600 5,400 0.025 216,000 10 1/2 2,000 16,500- 4,125 0.02 206,250 ' I 4,000 27,000 6,750 0.045 150,000 400,000 6,000- 35,750 s,yJi '0.73" -~ 38,900 53.846 5,000 0.012) 650,000 j - 11,100 6,500 0.01) 1 1/4 5 1/2 2,000 18,400 4,600 0.099 51.111 75,000 32,000 4,000 23,800 5,950 0.165 3,000 (0.04) 36,060 n vuv JJ, wu s.ai5 v.16v 46',527 k 4 160,000 28,226 4,000 (0.025) 10 1/2 2,000 26,000 6,500 0.160 40,625 88,888 I 4,000 40,500 21,739 4.000 0.645) 10,125 0.26 38,942 - 225,000 23,437 6,000 45,000 11,250 0.095 - 118,421 4,500 0.02) - 340,000 39,285 8,500 0.025) t i 9
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- Bult [*hed. Coacrete Pu J Site 3epth Strength Pu li- a p .P- 8itinear K (lbs/in) Lead (Defl.) at cn.,,,
t,,,,, , . l'al (in) (pst) (ths) (ibs) (la) in sio,, (ibs/in) Ki K2 for Bilinear K (165) i ! 1/2 3 1/4 1,500 6,350 1,587 .014 113,400 l 4,000_... __f,200.. .. 2,300 .015 153,300 6,000 13,500 3,400 .023 147,800
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75,000 227.300 900(.012) ! 6 1/4 1,500 9.600 2,400 .050 48,000 l { __4 000 15,0nD 3,750 _ .015
.010'_ _375,000 _ _ 250.000 l 6,000 15,000 3,750
- f 1 6 1/2 2,000 21,400 5,350 .019 281.600 000,000 i 203,000 2,000(.0025) 4,000 35,000 8,750 .019 460,500.
4 6,000 37,500 9,375 .020 . 468,800. j 10 1/2 2,000 35,000 8,750 .140 62,500 240,000 23,910 6,000(.025) l 4,000 48,500, 12,125 .045 269,.400
- 6,000 57,500 14.375 .030 479,200 *
] 1 1/4 8 1/8 2,000 28,541 7.13,5 5165 43,240 ' 440,000 17,650 1 A000 4.400(.010) 4.3.000 _10250_ . _.0e5
~ _ . . ._238,800 .
I 6,000 47,000 11,750 .090 130,600 300,000 65,300 7,500 (.025) ' 13 1/8 2,000 41,500 10.375 .275 37,730 240,000 17,500 5.700(.025) j 4,000 65,500 16.375 '.045 363,90Q { 5,000 73,(2 0 18,250 .06 '0 ~ N,W
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4 linear X Load (Defl.) at (psi) (Ibs)
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('ths ) '(In) (1bs/in) K1 K2 2 1/4 I $ f'or Bilinear K (Ibs) 1 1/8 ' 2000 2230- '577 ! i 0:090 -
'6,194 80,000 4,511 i
4000 I 3480 '870 '0:066 160~(.002)
. '13,182 20,000
! '6000 12.241 ; 160 (.008)'
'4050; i!012 '01042 24,'107
! j i 2 5/8 2000 '437 ' 1 4750! '0!O70 . '6.250 2b,'!6'7 , '4;094 i 4000 l 2700. 175(0.006) -
'675 l '01018 ! 37,500
! '130,000 l 25,937 i
! 6000 2300 '575
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'01060 l 42,200 '
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!' 4000 '5100 : '1275 'O.'04'4 '425'('014) l 28,977 220,000l ~
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440~(.002) l '6200 'I550 '01048 i 32,292 75,'000 ' I45/8 28,410 ' l ! 2000 ! 3400i '850 'O.'019 44,737 300(.'604) I 266,700 ! 25.700 4000 '5500 '1375 '0.'040 400 '(.601'S') i
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f 34,375 18'l.f50 [ 18,'056 l 725 (.'004)
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125,'000 i '52,300
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2000 7400- 1850 I
'0J069 l 506 '(.004')
i ; 26,810 15,'500 '86,400 4000 i
'8300 l 2075 '0/024 l 86,460 2 l 900'(.'58)
,' 6 366,700 ' '46,%30 * ~
'6000 9100 , 2275 0.956 '
40,'630 iiOO'(.003) f 19,44'0 78,f50 6 1/4 2000 i B900 2225 700 '(,'036') D.089 25,~000 ! 4000 i l I4,il70 l '86,54'O I006(!076)
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' 10400{ 2600 l V.'020 1 130,~000 600,'000 77,780
, 6000 ! 11500 . 2875 D.b22 I206 '(.'062)
I 130,700 5/8 , l 255,000 ' 76,790 2 3/4 2000 12200 ; 3050 ' ; 1806(J008) D.072 42,360 4000 11800 2950 i D.011 ; 268,200 l 1,000, 966 i 195,~600 D ; 6000 1066'(.bOI) 8 12900 3225 0.025 129,D00 ' ( 8I,820 166,l'00 900(.dll) i i
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HILTI KWIK 80s. ., 5 HEAR b' if 7.' Duit EWwd. Concrete - i alle Depth Strength @ g,4P.u I'n) (in) (psi) Pu 4 linear K Billac.ic K (Ibs/in)
- Load (Defl.) at
~(ths) (1bs) (in)
Chan9e in Slope 5/8 (Ibs/in) K1 K2 . 7 3/4 2,000 12,900 for Biline.ir K (1bs) 3,225 .096 4,000 15,400 3,850 33.590 18,000 50,540 6,000 15,000 .026 140.100 850,000 900 (.050) 3,750 .018 89,580 1,700 (.002) 208,300 850,000 3/4 128,100 1,700 (.002) 3 1/4 2,000 13,200 3,300 4,000 17,600
.037 89.200 4,400 .020 220,000 6,000 18,000 4,500 550,000 137,500
.068 66,200 23,530
- 2,200 (.004) j 108,800 9 1/4 2,000 15,400 3,850 800 (.034) 4,000 18,800 .042 91,670 120,000 4,700 .070 65,910 6,000 21,200 5,300 67,140 250,000 56,100 2,400 (.020) '
.028 189,300 '
1,000 (.004) 1 , 4 1/2 2',000 30,000 7,500 .066 113,640 4.000 _ J I.000. .__.6.250_ . 1,000,000 185,900 6,000 30,500 7,625 _ .038 _ . 177,600. . 700,000 148,600 2,000 (.002)
.021 363,100 1,500,000 1,400 (.002) 243,400 10 1/2 2,000 27.750 3,000 (.002)
- 6.937 .120 57,810 35,000 8,750 .105 (4000 000 -'lT,0DU. ~~9,250~ ~~.04S~
83,300
~205,600 ~~
600,000 57 500 3 650,000 150l000 3,'000 (,005) 1 1/4 5 1/2 2,000 37,000 250 (.005) 9,250 .072 128,500 _LO9O 4LQOO_ 10,250 333,300 6,000 45,500
.088 116,500 _ _312,500 _ 109.960 2,000 (.006) 11.375 .044 258,500 - _96,880. _ _2,500_(.008) 1,750,000 187,500 10 1/2 2,000 40,500 3,500 (.002) 10.125 .130 77,880 :
4.000 31,500_ _7_.875 33,330 116,100 6,000 .085 92,650 2,000 (.060) I 49,500 12,375 .000 754,700 400,000 g - 138,300 2,000(.00$)
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WTEt.EDmE ! EPGNEERING SGMCES
i O , 4 l{ tb t 4;..\/ ' y n IL HILTI SUPER KWIK-BOLIS SHE4R Bolt [mbed. le Concrete h .; Size Oco t's Strength Pu aph4 Bilinear K (Ibs/in) Load (Ibift.) at i; (in) (in) (psi) 4 t.inear K
- Change in Slope (ths) (Ibs) (in) (Ibs/in) (i,'
Ki K2 for 8111near E (105) 1/2 3-1/4 1500 10,000 2,500 .015 166,700 4000 11,800 2,950 025 {
. 118,000 '
6000 14,000 3,500 .012 291,700 6-1/4 2000 11,800 2,950 .025 118,000 400,000 47,500 >
- 4000 15 400 3,850 ,- 2000 (0.005)
.050 77,000 6000 10,700 2,675 .005 535,000 1 6-1/2 2000 19,200 4,800 .056 85,710 800,000 59,260 4000 26.,250 6.562 1600 (0.002)
.._ . 059_ 111,200 . _ 312,500 79.660 6000 34,000 8,500 2500 (0.000)
.062 137.100 1,000,000 77.590 4000 (0.004) 10-1/2 2000 27,000 6,750 .075 90.000 -
4000_ 32,750 _8,1.87
.058 _.
. 141,200 500,000 107.700-6000 34,000 8,500 .055 154,500 2500(0.005) 1-1/4 8-1/8 2000 52,420 13.105' .200 65,530 '
4000 42,000 10,500 )
.030 350,000 916,700 208,300 6000 39,000 9.750 .035 5500(0.006) 278,600 "
13-1/8 2000 38,000 9,500 .055
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172,700 4000 0 47.000 11,750 .058 202.600 ; 6000 47,000 11,750 .065 180,000
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( b) TEST REPORT . SHEAR AND TENSIOf! LOADING , j OF RICHMOND INSERTS ] 1 1/2-INCH TYPE EC-6W 1-INCH TYPE EC-2N i APRIL 19, 198a l 7 i , Prepared by , Accroved by 5.G. McBee
$! 'R.M. Kissinger / P.E7 ll$$f & f *
- Civil Engineer Project Civil Engineer
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~ - - - . - - . . . . - , , _ - . . . _ - - _ , . - . - . , -
-2 of 13 2-b-24F 74 TABLE OF CONTENTS ,
1.0 REFERENCES
2.0 GENERAL 2.1 DEFINITIONS 2.2 PURPOSE AND SCOPE . 2.3 RESPONSIBILITY 2.4 TEST APPARATUS 2.4.1 EMBEDMENTS 2.4.2 SHEAR TEST APPARATUS 2.4.3 TENSION TEST APPARATUS 2.4.4 COMBINED SHEAR AND TENSION TEST APPARATUS 3.0 TEST PROCEDURE 4.0 RESULTS 4.1 1 1/2-INCH RICHMOND INSERTS l 4.1.1 SHEAR TESTS 4.1.2 TENSION TESTS 4.1. 3 C0tiBINED SHEAR AND TENSION TESTS 4.2 1-INCH RICHM0tJD INSERTS 4.2.1 SHEAR TESTS I 4.2.2 TENSION TESTS 4.2.3 COMBINED SHEAR AND TENSION TESTS 1
5.0 CONCLUSION
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l TABLE OF CONTENTS (Cont.) l l l 6.0 APPENDICES APPENDIX 1 - DRAWING NO. FSC-00454 SHT. 1, 2 & 3 APPENDIX 2 - CONCRETE COMPRESSIVE TEST REPORT TEST DATA SHEETS i APPENDIX 3 - LOAD-DEFLECTION CURVES APPENDIX 4 - PICTURES OF ACTUAL TEST APPARATUS O l i . I i i (-- _ . . _ - - _ _ . _ _ _ - _ - _ _ _ _ - _ _
14of/3-2-b-4-OF 7{ , TEST REPORT SHEAR AND TENSION LOADING , OF RICHMOND INSERTS 1 1/2-INCH TYPE EC-6W AND 1-INCH TYPE EC-2W 4
1.0 REFERENCES
A CP-EP-13.0 Test Control
- B CP-EI-13.0-13 1 I/2" and 1" Richmond Insert Shear and l Tension Tests 2.0 GENERAL 2.1 DEFINITIONS Ulimate Load - The load applied to the specimen which caused a physical rupture of the specimen.
Fai'ure Load - The load aoplied to the specimen beyond which, deflections increased considerably without substantial increase in the applied load. 2.2 PURPOSE AND SCOPE These tests were performed to determine the cnaracteristics
' of 1 1/2-Inch Type EC-6W and 1-Inch Type EC-2W Richmond Insects when installed in concrete representative of that used in the power block structures at CPSES. The test specimens were sub-jected to shear, tension, and combined shear and tension loadings.
The strength, deflections, and type of deformations producec by these loadings were the Qualities to be determined. O
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i 2. 5 Of f 3 2.3 RESPONSIBILITY .g- h-f.Of: g The tests were perfomed under the direction of the CP Project ( Civil Engineer. Witnesses to the tests were: A TUGC0 site Quality Assurance representative and other site engineering i personnel. 2.4 TEST' APPARATUS
. l 2.4.1 CONCRETE SLAB & EMBEDMENTS )
l The arrangement and details of the test apparatus are shown ! on Drawing No. FSC-00464, Sheet 1, 2 and 3, which are included in Appendix 1 to this report. (Note that only MK C-14, C-15, f C-16 and Assembly 'O' on Sheet I were used in-this test.) The insert specimens tested were taken at random from the Constructor's stock on site and therefore, were representative of those installed in the plant structures. They were placed in a concrete slab cast specifically for these tests and which was composed of materials and reinforcement similar to those elements of the plant buildings. The concrete used was based on having a minimum design strength of 4000 pounds per square inch at 28 days. The laboratory test report on the concrete of which this slab is composed is included here in Aooendix 1. 2.4.2 SHEAR TEST APPARATUS An apparatus for applying shear loads to the specimens was designed and built on site. This facility employed a 60-ton capacity, manually operated hydraulic ram whose thrust against a cross head was transmitted by tension rods to a 11/2-inch thick shear plate bolted to the insert specimen. The base reaction of the jack was transmitted through a structural steel
" bridge" to the outer face of the concrete test slab. This arrangement, as shown in Appendix 1, pro'vided a horizontal shear load on the vertically positioned insert without pro-ducing secondary or reactive concrete stresses in the vicinity of the specimen. Ram thrust was detemined by multiclying the fluid pressure (PSI), as indicated by a calibrated gauge on the pump, by a number equal to the ram piston area ir, souare inches. Deflections were measured by a calibrated dial indi-cator mounted on a remotely anchored bracket and with its spring loaded probe in contact with a lug welded to the shear plate directly behind the bolt head or threaded rod.
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3. 6 OF/3 2.4.3 TENSION TEST APPARATUS 1 An apparatus for applying tension loads to the specimens was also designed and built on site. This facility employed a 60-ton capacity, manually ooerated hydraulic ram which serves as an end loading on a built-up steel beam. The other end of the beam was ^ bearing against a well-supported round bar which served as a j fulcrum and provided the other end reaction of the beam when the jack was operated to load the specimen. A threaded rod protruded through the beam at mid-span, through a nut and bearing plate on the beam with the opposite and threaded into the Rich-mond Insert. This arrangement caused the load on the rod to be 1 equal to twice the force applied to the jack. Location of the base plates for the reactions of the beam provided. clearance from the insert of at least 4 times the overall insert height; j i.e., at least 391/2 inches for the 11/2 inch inserts and 23 inches for the 1 inch inserts. Ram thrust was determined by l > miltiplying the fluid pressure (PSI), as indicated by a calibrated I gauge on the pump, by a number equal to the ram piston area in square inches. Deflections were measured by a calibrated dial indicator mounted on a remotely anchored bracket and with its spring loaded probe in contact with a bracket which was securely 1 clamped to the nut on the threaded rod, as shown in the sketch below.
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7-6-7-4F 74 4. 7 613 O . %( ) 2 2.4.4 COMBINED SHEAR AND TENSION TEST The apparatus for the combined shear and tension test utilized the same equipment as that used on the individual shear and tension tests. For the shear portion, the equipment was set up identically to the individual shear test. For the tension portion, the equipment was arranged in a slightly different fashion. The hydraulic ram was not placed under the end of the beam, but instead, on the center of the beam on top. The ram thrust was applied directly to the threaded rod, which passed through the center of the ram, by means of a p1, ate which was placed on top of the ram. The base reaction was resisted by the tension beam, loading which was supported by two wide flange stands at sufficient distance from the insert 50 as not to induce secondary or reactive concrete stresses in the vicinity of the soecimen. This arrangement caused the load on the rod to be equal to the ram thrust. Both rams (one applying tension and one applying shear) were operated by a single hand pump with a calibrated pressure gauge. In this fashion, the shear and tension loads applied to the test specimen would be equal at all times. 3.0 TEST PROCEDURE In performance of all of the tests, inserts were cleaned of concrete mortar and other trash that would affect bolt thread engagement. A new bolt (A-490) or threaded rod (SA-193 Grade B7) was used for each insert. The fasteners were all tightened
" snug tight". The application of all loads was applied by the ram by operation of the manual hydraulic pumo. As the load increased from zero (0), indications of fluid pressure (later converted to load) and simultaneous bolt head deflection were read at regular intervals. These intervals were at 400 PSI on the pressure gauge, corresponding to 5300 pounds thrust with the exception of the direct tension tests. On the direct tension test, these intervals were at 200 PSI on the pressure gauge, which also corresponded to 5300 pounds thrust on the specimen due to the configuration used. The lead as indicated by these gauge pressures was maintained as constant as ecssible for a period of two (2) minutes. At the end of this time period, the deflection was again observed and noted. Load apolication on each specimen was carried out until ultimate failure of the specimen occured (except specimen no. 1, which was tested in shear). At this point, observations were made of the condition of the specimens and the failure mode.
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w-b-B-oF % 5. 8 0F /3 D 4.0 RESULTS 4.1 1 1/2-INCH RICHMOND INSERTS 4.1.1 SHEAR TESTS As can be se'n e on the test data sheets, the ultimate load apolied to the specimens ranged from 90,100 lbs, to 106.000 lbs.. The i failure loads ranged from 84,800 lbs. to 106,000 lbs.. All bolts shearedabruptly)(exceptspecimen41;testwashaltedpriorto ultimate failure , with minor spalling of the concrete on the compression side of the Richmond Insert. All five (5) specimens were utilizing A-990 bolts. SPECIMEN H0. ULTIMATE LOAD (1bs) FAILURE LOAD (1bs) 90,100 Sa,800 1 2 95.400 90,100r 95,400 90,100 3 - 1 4 106,000 100,700 5 106,000 106.000 ( Average 98,580 94,340
- Using the allowable insert laods given in specification 2323-55-30 for 11/2-inch Richmond Inserts, the factor of safety is determined.
1 k Allowable Shear = 27.0
Factor of Safety (F.S.) = Average Failure Ld.
Design Allowable Ld. AVERAGE FAILURE LOAD (k) FACTOR OF SAFETY SPECIMEN HO.'s 1 thru 5 94.34 h = 3.49 l l l l l W 0 6 4 4 l
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4.1.2 TENSION TESTS . The ultimate load applied to the tension test specimens ranged from 87,650 lbs. to 114,150 lbs.. The failure loads ranged from 87,650 lbs. to 108,850 lbs.. The failure mode for specimens 11 and 12 was by striping the threads between the threaded rod and the Richmond Insert. Specimen 13 failed in the Richmond Insert by a failure of the welds between the axial strut rods to the upper threaded coil. Specimens 14 and 15 failed by concrete shear cone failures. All specimens were utilizing SA-193 Grade 87 threaded material. SPECIMEN NO. ULTIMATE LOAD FAILURE LOAD 11 106,200 103,550j 12 114,150 108,850 , 13 114,150 108,850 , 14 87.650 87.650 . 15 100,900 100,900 Average 104.610 101,960,. . Allowable Tension = 31.3k Factor of Safety (F.S.) = Average Failure Ld. Design Allowable Ld. SPECIMEN NO.'s AVERAGE FAILURE LOAD (k) FACTOR OF SAFETY 11 thru 15 101.96 101.95/31.3 = 3.25 4.1.3 COMBINED SHEAR AND TENSION TESTS The shear and tension loads applied to the specimens under this loading condition are equal and the ultimate loads ranged from 60,950 lbs, to 68,900 lbs.. The failure loads ranged from 58,300 lbs. to 67,575 lbs.. Specimens 6 through 9 failed by an abrupt shearing of the threaded rod. There was some deformation of the rod in bending at the shear zone (ranging for 20' to 45' bend). Upper insert washer moved from 1/2 inch to 3/4 inch with some concrete spelling on the compression $1de of the insert. Spec-imen 10 failed by striping the threads between the threaded rod and the insert. This failure lifted the upper insert washer from the struts, but the insert remained in place. l l
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. ./O of /3 9 $PECIMEN N0. ULTIMATE LOAD (1bs) FAILURE LOAD (1bs) 6 68,900 67,575 j 7 67.575 67.575 /
8 60,950 58,300f
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9 61.613 61,613' 10 64,925 62.275 Average 64,793 63,468 Allowable Tension = 31.3k Allowable Shear = 27.0k 1 Factor of Safety (F.S.)
' (Average Failure TensionDesign Allowable Tension x F.5.)4/3 , (Average 0 SPECIMEN N0's. FAC OR OF SAFETY AVE AI ! E AD (k) 63.47 6 thru 10 63.t7 ( h)4/3+ (g )4/3
=1.0 F.S. = 3.68 4.2 1-INCH RICHMOND INSERTS 4.2.1 SHEAR TESTS From the test datt. Sheets, the ultimate load applied to the specimens ranged from 39,750 lbs. to 50,350 lbs.. The failure loads ranged from 37,100 lbs. to 42,400 lbs.. Specimens 16 thru 19 failed by shear failure of the A-490 bol,t. The tcp portion of the inserts deflected from 1/S inch to'7/8 inch with some spalling on the compression side of the insert. Specimen 16 showed some rotation of the top of the insert. Specimen 17 and 18 showed no aoperent sign of rotation. Specimen 19 failed i by breaking the weld between the upper coil and the struts. The bolt then failed in bending after rotating with the. upper portion i of the coil. Specimen 20 failed by crushing the coherete on the i compression side of the insert. The insert then rotated intact
.,and the bolt ultimately failed in bending, i .
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H-b:II-eF 14 8. ll W/3 ~O V SPECIEN NO. ULTIMATE LOAD (1bs) FAILURE LOAD (1bs) 16 46,375 42,400 17 43,060 37,100 , 18 50,350 42,400 ,, 19 46,375 42,400 , 20 39,750 37,100 f Average 45,182 40,280 Allowable Shear = 11.5k
' d Factor of Safety (F.S.) = g ,g.
SPECIMEN N0's. Average Failure Load (k) Factor of Safety 16 thru 20 40.28 40.28/11.5 = 3.50 4.2.2 TENSION TESTS \' The ultimate load applied to the specimens ranged from 41,270 lbs. to 43,920 lbs.. The failure foads ranged from 39,950 lbs. to 43,920 lbs.. Specimens 26, 26 and 29 failed by concrete shear cone failure. Specir. ens 27 and 30 failed by Richmond Insert fail-ure. The inserts failed by a failure of the welds between the struts and the lower coil. There was some surface soalling assoc. iated with these failures. SPECIMEN NO. ULTIMATE LOAD (1bs) FA! LURE LOAD (1bs) 26 42,600 42,600 27 43,920 43,920 28 42,600 39,950 29 42,600 39,950 30 41,270 39,950 Average 42,598 41,276
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/2 of /E bd Allowable Tension = 11.5k Factor of Safety (F.S.) = Average Failure Ld.
Design Allowable Ld. I SPECIMEN N0's. AVERAGE FAILURE LOAD (k) FACTOR OF SAFETY 26 thru 30 41.276 41.276/11.5 = 3.59 4.2.3 COMBINED SHEAR AND TENSION TESTS The shear and tension loads applied to the specimens under this loading condition are equal and the ultimate loads ranged j from 27,825 lbs. to 30,475 lbs.. The failure loads ranged frcm 27.825 to 29,150 lbs., Specimens 21 thru 25 failed abruptly i due to shear failure of the threaded rod. All inserts remained intact with only surface spalling of the concrete. SPECIMEN NO. ULTIMATE LOAD (1bs) FAILURE LOAD (1bs) 21 27,825 27,825 1 22 29,150 . 29,150 23 30,475 29,150 24 29,150 27,825
, 25 28,487 27,825 l
Average 29.017 28,355 Allowable Tension = 11.5k
' Allowable Shear = 11.5k ..
Factor of Safety (F.S.)
, Averace Failure Tension 4
(Design Allowable Tension x F.5.)4/3, ( Average Failure ShearDesign Allowa SPECIMEN N0's FACTOR OF SAFETY AVER Al E L AD (k) 29.36 23.36 ._ 21 thru 25 28,355 (11.5 x F.5.)4/3, (11.n x F.5.)C3
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5.0 CONCLUSION
S These test results show that the performance capabilities of the 1 1/2-inch type EC-6W and the 1-inch type EC-2W Richmond Inserts in shear, tension and combined shear and tension exceed the design allowable by a ratio of more than 3 to 1. These conclusions are valid for the design allowables shown in Soec-ification 2323-55-30, based on a spacing of the Richmond Inserts such that a full shear cone can develop. Based on this test, the design allowables for shear, tension and combined shear and tension are acceotable for use without further investigation or additional calculations. Richmond's reconvrendation of a minimum safety factor of 3 has been complied
- with.
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2 0F 32 COMANCHE PEAK SES SHEAR TESTS EC-6W . (' RICHMONDd-INCH, TYPE INSERT
Reference:
CP-E!-13.04 /Jf c a. Spe:imen llumter: / Solt Spec: A-+90 Date: 5 4,. /N (fora t' in.rert ni west end of conc .r/ab) I GEFLECTION (!N.) GAUGE JACK
- PRESSURE THRUST NOTES-FAILURE MODE INITIAL l AFTER 2-MIN. (P.S.I.) (Lbs.)
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./// \ . //; I 2 400 i J//co l l ./IB t ./.72 l 2600 l J7 /C0 l t a/44 ./Sc l 3 or l 42.ctv l
/60 t .f4 7 2400 l .$7 700 l k9
/78
./dr .ardeo l // ccc l
. .'9 C l .fc& <C4ao I ffJte t
, .o * .2 22 i 9 400 l 4 4co l
- *2 50 *
.2t+
r.?ce t it eco a l . 2 7,~ i . E* 7 c /Geo l W tro l I .JM i . .W ' ecco I 11Sco SoH c/nformd
. J Fo t . 4'af C *'e e i of skv e C'rashino o1' cen c~r e te wen GJt:c ' t crvnc/or/ yfri7are=. no inere.m e f.'c 1 /. /2 >~ to /et I
- t ; in /cee/ wirf . 4erener hf/ee. -
- 1'ien. Die' ser' 'ced -b ak+w 6es
~
l fu en e d eff fr//hr a y' ,Cv /~r e n*/. / h ee'r t h ,r=r' rW t
- n, c o s e.. , h *
* .ack Thrust ecual thear Loa cn Ir. stet.
Jack Thrutt (Lbs.) = dauge Pressure (85!) x /J. J/ Jack: .. ... ..Ecuipment Number fcN sco Pressure Gauge: fi & IE Numter *Jfr Due Date: /0* < w A: DialGauge:......M&7! Numberer 7<>9 Ove Cate:7 f.A s.. py Performed By: Witnessed By: b' .E **,rs l / G ., 3 ks) n:e 4 ') ~$$ h 'ra aate r ,,r. .no:4,e -
g.f 27 0F 74 3 of 32 h0 COMANCHE PEAK SES SHEAR TESTS EC-GW RICHMONDd-INCH, TYPE INSERT .
Reference:
CP-EI-13.0-Y/Oc* Specimen Number: 2 Solt Spec: A - #fo Date: f t/pw / 8F (f,d fes=" ow. f *sm') I
- DEFLECT!0f4 (IN.) l GAUGE JACK
- PRESSURE THRUST NOTES-FAILURE MODE INITIAL AFTER 2-MIN. (P.S.I.) (Lbs.)
t t . c o e. 1 e. ret t 4ee , j~ Joe l l . e t/ ; .ozz
- Bee l / 0, 6c0 t
; *4.14 I 9.96 l /200 //,900 l I .edf 1 . of/ l N00 Z/,200 l f .e62 l .ocG l 2em I 24, 100 l l ofo ; . 043 l 1400- l 3/.Jee l l .cVL *
. /CE I 2 /00 l 3 7 /00 l 2 . /// * . /2 / ;
- JZne l 41 400 l p ./J3 . /412
- Jcoe l 47790 l
. if 7 ' , /$c l &se l JJ tw l
. //0 '
. M2 ' <tero l SJ Jto i 1 . .;'CJ .2/7 ' #fu i 63 @ !
l 237 * .f47 ' S!m l 4J, yd l I .243 ' .2 74 ' St:0e f Sy, tw I
- 293 I .3/ 4
- 6000 l Tf, fee l
. 3 .! ' .3 7c 64ao i /t tw e o 't'e .S$$ So fao l f9 /de l
. 77e f / // o TCce t 97 4cc '/*/f JbdJte./ JLvvgi/y . (engyger Q
'=n//e/ en cri.vem ou o.
.in eer ,va,
' .fsev /4'*o % eus,s, s.s o d fr wee d *r%w. rmt n --
' ~
t it' Wide' t'esr.' snjer h"
- Jack Thrust etual Shear Load on Insert.
Jack inrust (Lbs.) = Gauge Pressure (PSI) x /J./S Jack : . . . . . . .Ecui peer.t tiumter _acy cas_ /'" v *d j," #' 4 ' Pressure Gauge: M & TE ilumter a A 9 ".fff Due Ca te s /c +, av Olal Gauge:......M & TE Number /Wv Due Date: 29 Aw w * *' //. Per'or ed By: . Witnessed By: . , Napa
$ $Y f 4%f.fh Cate e e;resentative'
*2 24:e 4-4-$1 u-_ - - - - - - - - - _ - - _ - _ - _ . - .
~ Q h- 23 0F7h 4 0F 32 q COMANCHE PEAK SES U SHEAR TESTS l p\ EC= 6 W '
RICHMOND .-INCH, TYPE INSERT -
Reference:
CP-EI-13.0,X /Jfe./ Specimen Number: S Bolt Spec: f"d f / 4 Date:# ,4s // /p (2W Swn WeJ7' dn~ d) DEFLECT 10ft(IN.) GAUGE JACK
- PRESSURE THRUST NOTES-FAILURE MCDE l INITIAL AFTER l 2-MIN. (P.S.I.) (Lbs.)
I o.oc/ l .co/ l 4 00 .f*.roo f n co! l .oez 6 peo se coo f t , o e3 I .oe) I /200 l /S too I t .006 007 i /(,00 l E/ Eco I l \ l .0/E I .et8 \ B oos l 4 C Sco l l e032 e .c3G i 2400 l 3/ Joe l l .c+t
. e.fr
- ZBoo I .77 /0e l L 0C7 6 .oG '1 l 3:00 l 42 4co
{_ .o 71 i . e/ 3
. /07 l jdm l 477m l l .o90 ' i dem l // 4e I
. /24, i ./3/ \ " co I f/ Je* i l
' ! si; \ ./ft l 480c l $3 cco
./74 ./82 1 S20e I c.s yoe l
.204: '
.2/8 f f480 f 74 2 ** f i
.242l .259 C.coe l 79feo l
.283 ; 3/S t C4ce i 3"foo
. yc s- t 299 '
(feo i fo /cc t a SD o t (/.2%
- 72co I Pr.arao . 4'*ff .n*1 C J -e ct dbo uof/./ Centre v.
i
*~
LTM//er/ /"Wcseo dC s}r.1 ers' 7t!Dulno fc rer e ev'ep/+ _ l e r~ev/ fon ec.ns, en kw .sWe *f 4.sn'). 4,se r./- l WWormer/ ,vArte wish/t. f/**s. Af) . le.rer* fermin.*/s re fJe t ***e!* .f YJYl
/d' N#C/* * #'"
0 Jack Terust e1ual Shear (sac ce, Ir.s e rt . ,] JackThrust(Lts.)=GaugePressure(PSI)x /S,Jr , , , Ja c k : . . . . . . . hui c9e'it ?lumte r A'cN 4.'efe , y, j Que 3atc : /4 /o #_9 Pressure Gauge: M & TE Number 1 Dial Gauge:......M & TE Number ;r//,r- 9er Due Date:,r? n o s d 4fj[,;', []
/ '
Performed !/: Witnessed By: d /2 84 ha - W f-( Me-dM a.se se reunume - ;..e
- _ _ ~ . . _ _ _ _- _- - B-b -146F 74 5 0F 32 COMANCHE PEAK SES p gV y SHEAR TESTS EC-6W l' RICHMOND /&-INCH, TYPE INSERT Rafarence: CP-EI-13.0-X //p s*8-Specimen Number: # Bolt Spec: -#fo Date: # dpMI4 (Y $~om Ws.s/snd)' DEFLECTION (IN.) GAUGE JACK
- PRESSURE THRUST NOTES-FAILURE MODE INITIAL AFTER 2-MIN. (P.S.I.) (Lbs.) ,
I .CCDS I . 000.T" 1 4f0D 1 [ 300 l 1 .003 i .co3 I Joe /D, 440 l
.0/2 i .0/3 i /200 l /.C9M l
.ete '
. C2 6, i /d00 l 24 200 l t .03s- ,c39 l 2000 I di500 I
- .od7 .o48 l 24^0 l' 34 &nv l
. .cs! . osy I foco l 37 foo l
. c& 7 070 l 32co 1 42, fod l
.c72 f .o ft f 3 400 l 97 700 l
. cd') '
094 l 9 000 l ff $40 l 6 .- l." ,,
'f ce I p- ' s._ s t n ,, .i k .2,
./o ? I . /0 f I %*0 l fBJA0 l
' #foo l GJ f,,% l
. .//? . ./20
' ./28 ' ./JJ l .rtoo l GS fg l
, . id? : ./44' i Stoc l 7f for l
./fC I . /C d i 6000 l 79,foo 6
./79 ./of C900 l Bf fee i
. .C 9.? * . 'ic 3 48LY ;
YC. /w
.3/F . 3_32 i 7200 f.f;9p* :
. S c;c ' .387
- 7a re /ro,7eo o
. TtL s I 6doo /CG 000 ' fasit .The.nes's6res/a. can.re/e.u w .
o Jack Thrust ecual Shear Load en Insert. /*vece u/eare re o".F t"ovr. asse/ d>'<weve Jack Thrust (Lbs.)
- Gauge Pressure (PSI) x /f, J4" " *A d5 g
/~.4 % ,
Jack:.......Ecuiement Number A' c p tio t, leth Pressure Gauge: M & TE Number ,,,,gf fo- Due Date:er/4tee,.
/Or /N/
gj, Dial Gauge:......M & TE Nu.mber e* *:r o Oue Date: fy ,,, . Performed By: V,itnessed By: ##" M" d.6.[84r2' Date
.# eh #9 v. a b2./
epresentative' N-ff Date
!sa-g
5-b-7.C OF 74 s op 32 C0MANCHE PEAK SES SHEAR TESTS , RICHMOND -INCH, TYPE INSERT .
Reference:
CP-EI-13.0g/Jf ee Specimen Number: .f Bolt Spec: 4 - # 90 Date: # 4e n / Ir5< (st4fmm wed rad)
. OEFLECTION(IN.) GAUGE JACK
- PRESSURE THRUST NOTES-FAILURE MODE
' INITIAL AFTER 2-MIN. (P.S.I.) (Lbs.)
0.co! l e. co s i foo i S 3co I
' /0 600 '
. Cod .
.act fcO l
.0/3 *
.c/r" l /200 l // fe l
. oJr* .e37 ! /400 l 2/ so*
- l
.c ry i ,cc3
- 2000 l 24 foo l
.ofe i . o 9</ ' Efoo l 3/ / ** l
. // 7 . /E4 l 2800 l J7 /De l
./fo t . fr1
- 1200 l f2 foo l
./74 *
. /83 t Jenc l 477to 1
.20e I . 2c9 l 400o l SJ cm l
. [2.3 f .234 i d400 l fB14 l
. Eatt
.26l l 4 60o l 4J.Cao .
.t7G e .1 tr ! floo i 44, foo l
,3e 7 3t2 s Scoo l y ?oo l
.336 ' JS6f 4000 1 77, fee l
.370 i .387 ; Wo l $4, Joe 4
. .a o s ' .f?8 6 foe i 90, /CD
.d4 9 * .479 l 7200 l 97Act t
.5c to t .frs . 7400 /Nf'* i
, g; .
y o n. /Chrij/ .7/r <w'en' abrw!'/y. Cenererb .w.*/4~ b /. l d oresk f /*We a G duco f A, **e.4" oat, C ' ovm e
- Jack Tarust ecual Shear Lo'ad en Insert.
Jack Thrust (.bs.) = Gauge Dressure (PS:) x /3, t #" v/ '. h /" " ##'". ' Jack:.......Ecutomer.t Nue.ter A'ed cos, Due Date: /s ,@r h Jp" Pressure Gauge: M & TE hu.-:ar f.rtr i *Jial Gauge:......M S TE Numter E try y Due Date:#f wo w . P6rfor ed By: 'ditnessed
. By:
$d Adpr l'Y h,_, & 4 4.f4 O re s o ,e , se,,,m e ,,a: m e -
3e
- . B-h-26 0F 14
. 7 Of 32
.. )
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=,
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=
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- of .
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Laui I E N t s! s! a e ni? s
=v- ! % :a tac.IIIl[ItllEl ti e, - 1
- - - - - 4 fa g ~
g O feisl Es - i,i. f. d., if.t. t p. t. r)) g ,.g i ah3 l I~l ~- l l
- .ti: ~p
~ -
3_ = - y l3 i 3 i_ 3 s
~ii 1-
_a = J~ 9 l .~ ~ l~ h s- .-
-a 3 : nh- ,~
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i i i.: c.}e is:s,s. i
7"b-27 oF 74
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8 of 32 Q
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; 3 as Ia 43
, JJ 33 'l s l h .
. A N '
m d i k il Yk @ 5 1 .hh # ;#i E l,, R[ i
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.e4 1 ilh=
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- 42E =
2 i t 42E 1 4 t s j J l N
- t .t ! E g I,
i 1
.s;Q l 4 A .E 592 t a bzi 3 i !!
- i
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4
'l 4' C))
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lijj ili]!
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e 4,
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~
3; ~ W 5 :i = I EET
$ ],
k iv s IIE % l
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~~
l' l j T \) tf. . l i
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- e. a -}}i}-
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]8 j gb l 'f?
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- 4v l ,! l u I 4443; ij
- r j I55 $qffik A ; ill si
. O
- CIMRIICleE PEAK SE5 CfWelleth SiKAR & IfN$ltat Alttamand[Ft-Inch. cev
,_Type,c insert itSTS d- -
Reference:
CP-[1-13.04-/If tN .,
$Peclusen leuuher: '7(70d'afg._seeutersd) laserted Lead Red: ff ffJ Date: _ f @ 'segn _
c ey,% 5 TEAR itR51tWI . g I* ZF " F l Gauge Jack Deflection Gauge Jack IIet insert fleflectlen e Press. Thrust 7 E)- Press. Thrust Jed load ~(lii id~~ c liutes - fellere flode I After Thrust After (P51) (i b. ) Init. 2-nla. (PSI) (ib.) (Lb.) (ib.) Init. 2-9 tin. - f ** . f**
-.A. ~J'* * * * * * * * *
/* 6m , eor .o**
E
\
SI"
-_19 4M l
l
}
.003
.r**)
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)_
J'** .H~.'~.! .**t .
- 12 -\ _rLzm_ . ors. _,y,y . _ _
20** -Es.$G%> 074 r 24 f@ , epf .*93 geres- ear- ".- 3 7 pasf-l i .oc - J4e s 9ee. . 9 p.
- k /N- L -
=f .
.. ,is*
.9 9s' - ..!A M<--. :s .,
, . .I,'
.1 ' fa t At. A YL 191 _f 12Ja f Lie f.~.439
_f G ** de ff* .T! l D
&& r! .,,,, ) _,, L P.s~ s _ afn / sle-lb A * ** - reaurand afree A
- J aae
~+ ~7oe 4E2Tr e/7e 62273 ) \ _.2/O ,(h /m.dre er' Areehe9 enN &torday amed-9.EE 19t~ -.*. ? *- 'Lee i I .zos ./r e - i. en.or fa, ryea a shw. y;p of .pget.
_4. 7r * "sor .*?* _(I dY/s/ \ __
.definnat. Aae)r a.- r %~ Menf.6- -
i
. g . -o_ ss est>
9*- s4 2so s' -ow n .sa . .2e
- r vsej a amqrnr.
J'!:. 44 t./2 '*' r 1 - t YLJ
& } I t'anctsk s,aa6af .A
- eserL.. -
r'st:L. '?_s7! f,:);' l 4 7_f. ,73~- \ " '
.4, z._w.s iss I* Jack Thrust = 50 seer load on Insert. Slicar Apparatus: Jack---Esgulfusent len: g g s_se ,
l* Jed Ihrust (th. = Gauge Pressure (PSI for Sheer toed. Pressure Geogr-MTE 80s:.tJff 2* Ject Thrust (Lb. = Geoge Pressure (PSI I a ff./f_for Tensten Leed. Bue Sete:M_9'h. h I a jrf,gf__ Stel Gewge-stSit les:, _,_,gypp Bue Date:gp_,(may f . Total tit. et Tensten toed team = l ie. Tensten Apperatus: Jech-tsgulpmaat len: AC/tr. 6apr
.. q ; y - - _._ _ g..a 3L. .. naar ;".,.f 1-' ;&-teen. Pressure Geesge-lenl[ Ge:Autue Sete:
"* Insert Lead . leet Jack Theusta fd'#
Dial Geesge-ftLT[ lle:_Jefpr . _ Sue hete:g assky Perf#rmed SY:. -. f-//-## te Witnessed By:,,,
, u...n .e /dsefg ,
e
! O.
5 1 -o n k %. pM g b I ,, V ' I
g-b-19oF 74 is of 32
- o i' '
J g,qJ6qq;. / o wS
- i. s'V as ss ss as
\ M gl .s sl
.=
l g 4 x da . il li %" '4' 4 i <
% ('i d 4
$l(16 u 3}g JJ
>)
r 1. T3 ta.3 4 1
= a dal s ..
1 : 5
.i d -
h.
> ' d,.s#='-iia lill 'n }= 4
'is !
')i -
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1 1s 'l s..
%3 @e*i,.j3.ili , i y .
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=3 1,
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- i. ~ 3 l' i* - f 15 4.: 3 2 gmj . E3
- 3 e ~
l ~l . f m~~r l j , s_ 3. 2 :_ . -, - t s l s_ g=$ g, "5 *
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a nT i}}]:31 ins ie umst.h 2943 Isfj 1 l l . 4 ptT1 3
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- 9
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_ - - - - - i
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gl $f E ; i ga4 8I i 1 ijj].
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t mm%j2 h. I e jjj!.f =, t m O . i a- = :: - l' gde IL %l 2!I E f I! t a- r +'tti,7%j,i.; : 45..o,d t gt
- .i! ,
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l , l l l _ , _ . _ . _ _ ._ ., . . , , _ . c. _ _
E7-b- 92 dF 7+
/3 of 32 COMANCHE ~E*. SES TENSIO:. TEITS A~C- 6 W - RICHMOND -INCH, TYPE INSERT
Reference:
CP-EI-13.0-*/Jf e, - Specimen Number: // Load Rod Spec: A - / 93 Date: / Aa r & ! (//6 from we.rf J"Y Wem eas!"~
*
- m I )
GAUGE JACK NET INSERT DEFLECTION (IN.) l PRESS. THRUST JACK LOAD NOTES-FAILURE MODE THRUS,i AFTER , P.S.I.) (Lb.) (Lb.) (Lb.) INIT. 2-MIN. i crro
- 04* l goe l EG ro /4sar l i
ll A0.*0** 4* * * *
- f 4Ec o l F3 av Arerr 6 /ro
*000 **c0 s g,o o l 7 ffg 4 72r /24r* l I
f 37f // TfD Ao/ *odf I Pto I se te fecc if 2fd /t str 2+ 0 79 29 350
,pp.y
.003
,coff
.006 l
/2ft' ff9&o /4r 47f l /7 Jaf" Jf Gro o cc f_
- G // 6
/9so l ii fra
.0/3 .0/f I
/ Loo l 2/!w I /t 077 f t 9fe
,et7
/ doc 13 ffe l 22 4s'r +1 dsst ,ptsf f4'60 14 foe i ff 2 75 sotre .a19s .020 ganAp 21/fp 27125 fror* .012 .o13 l l 24*A0 f/ JN Je 179' c/ //o .en -
.024 f I 1
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,o 7.7 . 0 78 l 28co 17/no 1
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.72co t assee s/ try .
4crofo l s' Joss l $7 src . /// Jf*co a Coc \ i 47soo I *4 47r 1 92 *ro l l
.. ir.y]
le l ./f3 Jgee } fG,5fo 4't /fr 1/ ES'o , /.31 ,/9 4 l l 6000 I $14tv ff 777 /of f'fo ,/90 .[/V . . , p
.Cico i s&&npense ffroo l /06 20e l
,4 &upr rduwrc or
!? 32r i lYhr =9 f/nJers' arnd rea'}. 7?7rewbe;g entsw-m enf Wq %.st/: rneoor., on Con e r et.l.
l rw o' / sh rerf aeee .1/ribsed. Vy a//ka rol skr r r1*ae ca l l
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~
I l ! L . I ! I I I i ! i i f o}nsmom et=e-Jack Thrust (Lb.) = Gauge Pressure (PSI) x- -
/.7, 25' ' 'f* M f 4#'
. f4 /" 7,'#'8*## - '
Total Weight of Load Beam = Affra - - - - . - ~ ~ ..L d'd
** Net Jack Thrust = Total Thrust Minus 1/2 Weight of Beam.[g /r/' e/" Arn. = ////j
*** Insert Load = Net Jack Thrust x 2.
Jack: . . . . . . . . . .Eaut pir.ent Number #c// c.co Pressure Gauge: M & TE Number EJf3- Due Date: /# 40r dcs Dia1 Gauce: M S TE Humber 1999 Due Date:19 v'un '#V Performed By: Witnessed By:
$ . Y k YDate $ 42 fr- # u f7,.$ C - i~8'?-
OA Representat:ye E- Y _ _ _ _ _ _ _ --- . _ _. _ _ _ _ _ . _
. ' ,Cate, _ _ , _ _ _
CDMANCHE PE*. SES
/4 #b N TENSION TESTS d'C- 6 W RICMOND /d-INCH, TYPE INSERT O
Reference:
CP-EI-13.0 * /.7,,y Specimen Number: // Load Rod Spec: 4-/9F Date: 74er/M9 (/t fr* - o.e,r r , @ Swn fe.d) GAUGE JACK NET INSERT DEFLECTION (IN.) PRESS. . THRUST JACK LOAD NOTES-FAILURE MODE THRUST AFTER
.S.I.) (Lb.) '(Lb.) (Lb.) INIT. 2-MIN.
R UTO 9ec00 J***C g o,,e l 16f0 /9 d's e d e 7s" l 1/fD 9.*** **** 4c0 i f.7e e g,co 7 9fo 67ET / 3 ffD . * *O e o ne l
/
- 6 0* ff ff .l // 71b .00/f" =**A l 10 0
#e** s2 239 ff eff Ef GTG o002f
- 00ff l
/ Zee /r 9co /d Cvy 29ffD .007 e eed I
/+09 // J39 s 7 JES 396/O .009 0/0
/600 J/ /es /9 975 2 9 9/> .*//4" . 0/2
/nlCd 22 1/0 l 12 6E7 9 32f* , g/9 . dl1"! l Ecco i ry 177 fof3D ,p/7 ,017f I 24 foe 2290 Et/fe FJ dre 0/95 ,029 l
ll 27 Je 92F*l f*00 J/ $g f*f~ 6 / ffp ,e ff ,0fff Esoo I .sf fto l .n ::r I l 3r too t 3r17f I u vu r! ?To
. ore.:r aff '
. csse >
. e?95 l
. l toco 77 OfG 032 oD.Inl oco 3200 3 1 71*
* ? A:n' l Elf:et/17f S
12 339 .034 037 l 1949 l ff ff* $* CJfEJ 67 6 f* ,0410 l .9f3 36CC e us 'ce 477 l 98 950 .04'8 . 0.r/ ffoo to Jfo 9/ 270 .or7 ,o gis*l l M o* ff Ow nr/'t 771*
/sf l /0 3 STD .D '7 0 . D ?$~ l '
9 40" l fe ff"oyoc df0 ff fEl l /O d bFC ,1 i 0ff
. /20 t l *$9] /~s/7urc 6g, .r/r/k:wp' f ^'cCs , f:= c vr l //4 /fv to n 7/erf. 7~Qeao' enpfc,wenf l lt/Preoo'.r,JMoo'J&insed wa.r "fu//? knerF), w n .3 - -
l r -lry /f
- d'sy, greg.
- * ~ Con c.rers' l SD2//in.: 7 Jt/rfdCC bDnarren# l/u.,GOS//co nju/ ef //7mef l l l l $ArSof$fY $f$h / $ Y h e' nir/ V l l l ovas' (':l D/r.f nef es;pcuy /~eMr. l l !. l i
- Jack Thrust (Lb.) = Gauge Pressure (PSI) x /7,85 Total Weight of Load Beam = lif4D )
** Net Jack Thrust = Total Thrust Minus 1/2 Weight of Seam. (d VN : /F/5',/
** , Insert load = Net Jack Thrust x 2.
Jack:..........Ecuiptent Number #cW 406 Pressure Gauge: M & TE Number _ 4 35T Due Date: /s de,- IFF" Dial Gauge: M & TE Number EPd* Due Date: If c/u,, #9 Perfomed By: Witnessed By: 0f
,) fame YI%& Date wo QA Representa:1ve '
fr Y-b sf Date J , .- - _ - _ _ - - . - - _ -
y-b-34 of 7+ 6 COMANCHE PER .'~5 f TENSION TESTS i
.4 ic-su l RICHMOND /2-INCH, TYPE INSERT f
Reference:
CP-EI-13.04: 4r.ved' Specimen Number: /Ji' Lead Rod Spec: A -/R.7 Date:h4prlW (/.1'% fr n weg JWo- dasf) GAUGE JACK NET INSERT DEFLECTION (IN.) PRESS. THRUST JACK LOAD NOTES rAILURE MODE THRUST AFTER 2.5.I.) (Lb.) (Lb.) (Lb.) INIT. 2-MIN.
& Bfe c a043 = C o '* l gop l 2 C :,~e / f 27 e 0.000 f Acc l ffee Jo 7s= l $/fc C.co o o,ea u 600 7 fic l 4'ygy l ;g gro 43. c o o ; i l 0.0 C 0 i l hLD I /C GCC f 937s l // 7Fo 0.000 fea * /Z 027 29 cro o.OC/ e.00/ l l l /2Afo ,
.coI .ool l l t i e l tr Peo /4 C77 !! 350
/ % t. l // FfG l /7327 l J t &fD l ,**/r .ac/T l
/Gos l El2Ce l /9 977 l 399Se i .003 . oc4 l sf*w
- l JZ CCF f 3 are .pOf f ,oe47 l 2cce l 22 24 of0 700 1 ff 277 $b ga , p o fr 007 l 2200 l 49/fC i 27 f2f ffdfo 0075 . ecs ll l 2900 l J/ Sco I 30 77s di /S~C .co 9 0/0
, o/2 l l
e 24> * %' l 39 ffD JJa:ZF M ffD , p // l 3 /00 i 37 /co .U"#7f ?! 750 notfr l .otS~ l l
,4/77 ,or/F , Seeo l J y 7.sv JJ ff? l 77070 3335D ,02/ ,0E3 i
I
\~ $200 i 93 AM 4/ /75 I
,carf
- Jero 7 c/r y far 67.:;SD ,cari IC * l-
+A* 7 Ted *66C 9Tf ff 9fD l ,o 33 . oJ/.J""
Jroe fo J.O .ft/fr l 98 230 .,097 , 0fl l I 40o0 1 F3 coo ft 7sr i jo 3 SSD .os 9 ,cG3 ll u
.c.12Go ,c79 l ,oso l l Yue e l ffffGfe 300 ll ffSX fff l /posic//4 e ,"? I /30 os, l
I in l eres .s I Con c re /e failect I o i t.* a sp. ,a e I l l J'fr~u:Arrs A.u groc. fai7ecr te r + .1 / s / g/o w e si f/r,, w,,u- ,
' f ,r o u r a. rt, e l 4 r/n / s/E? f o!s' rtr a wred c onn acriny 'ee/
ro ar'.s ' 7'o 2% e Nrr en d ceil l . l l i /]ss p e r ;p Heo' aprret ce
~
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}
' I eon cre fe, ef'o w e a e fSee w:.r no c/ticer- _!
an's n e.'r e ,te. *w.,Dje Ce n .cofn f )a con e 4 rescre r' assure desth toan rnet c d' w icno(nts eecw. e' l-i anci rneke., rys.t ne . rosin s niite a nio' wn c -' l
\ ruonu h/W1 ,-v nI* ei4/ e J.se i el ,
I
. I i
- Jack Thrust (Lb.) = Gauge Pressure (PSI) x / IM Total Weigh of Load Beam = Ef/O
** Net Jack Thrust = Total Thrust Minus 1/2 Weight of Beam. (d. W/ = /EEIb
"' Insert Load = Net Jack Thrust x 2 Jack: . . . . . . . . . . Equi pment Numberj'ce 606 :
Pressure Gauge: M & TE Number d'Jf.+- Due Date: /4 ,+r d% ! Dialgauge: $ H & TE Nu:-ber effff Cue Date: E9 ./vo .Ird Perforced By: . Witnessed Ef: 0 f b &Y Date SW O % QA Representatwe ' Yr' Date d ' C'N fame I
.v-b-3roF7+
ib 0F 32 i COMANCHE PEAK SES l TENSION TESTS 1 , 1, sc- 6W I
- - RICl#40ND/'E-INCH, TYPE INSERT
Reference:
CP-EI-13.0-9'/s,,y - Specimen Number: /f Load Rod Spe:: ,4 - /f ? Date:.f 4ee A (/40 &*= WedEnA t'?'6awi c:rd , e e. e, : GAUGE JACK NET INSERT DEFLECTION (IN.) PRESS. THRUST JACK LOAD NOTES-FAILURE MODt THRUST AFTER P.S.I.) (Lb.) (Lb.) (Lb.) INIT. 2-MIN, Eco S$fo l /927 l 2 ff0 c.**O ***** ww e .t".7 0 D af o75 l / /fD l
*.
- s' s l
* **r l
*
- sV f~ '
Gre l 7?rO g 7Ef l /3 are l = *
- ff 1 feo l 60 600 YJ77 r d 7/V oded . ** d ece ( , 2 .aro is err e oro .res l . e4 I' l
/ECC /f G 7f Af JJD s p0 *f , t e d T" l l
/f $9V l .**d
/'4 Ce /3 fro I /7 f?s' 34 CSD . * */r 1
/ao. a n. ...,- ...rs
/F**
l n E! 171t!! l m.,r rio 32fD . c/o
. 23 f.m .o /c 2.roo .
Asaw 2S.C73 .forfo aoto , 0/c l 1 Zano i9/fo ?? <!r ffffe .c/e .o/r l l zpes g Jifor so177 l 4/ fro ,a/g g ,oig g
. ors 2600 I snic e ??t2s I et Aro .et3r l t Efc0 Jere l J7/CC 39 73b D
I Jfe'7f 21 fit l*
'7/ TfD 77056
.cid
.0/8
,c/6s l
. cA9 . l 3Cor -
42 400 l f//771 /2 370 .c20 l . c.t* l J'ce I 1i ero \ 4 3 9 ? ? '. /7' 6SC .ett ' . o s s- c'enceefe fallet:f !
.% . . I
.r/inor Qent f,yp e tsi/stre, d fry}ed .pept;6 Tee of a c>[on g, I ttouz/ 9u// neml i
\
l l c'e n e /&n. Yod be sfye oy re6srs,Re/fe to ' E.w:)
*
- A Wer ar/fla/ Lhre reAars b ;
Cover l l oben C3 cricre
' x r'. fe fde f'rgety
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,- n ,
f&o'Qo /fo re YAg of "//c r bar.o's? feffo,- l l l /aree l l l l l l l l ! l i i i i I
! I i
- Jack Thrust (Lo.) = Gauge Pressure (PSI) x -
/J fr Total Weight of Load Beam = ##.84
" Net Jack Thrust = Total Thrust Minus 1/2 Weight of Beam. (if MA * /// S#)
'" Insert Lead = Net Jack Thrust x 2. '
Jack: . . . . . . . . . .Ecuipment Number /7Cf/ '406 (O Pressure Gauge: M & TE Number t.Fff Due -Date: /v /for # </ Due Date: ff asn '4p Dial Gauge: M & TE Number 21#f l 1 Perfor ne'J By: Witnessed By: l _ _ _ __ _Ma h.b. YY $ & Date_ S>' ' _w _. . UA Representative'_ . XLW'is Cate V' I' $ ? l
. . :. : . . . . . . . . . - . . . .. ,.. . n ~ - .
- 2. b-u or y 74 COMANCHE PEAK SES TENSION TESTS EC - 6 W I
RICl#CND/I -INCH, TYPE
] INSERT
Reference:
CP-EI-13.0 7/.,,p , ! Specimen Number: /4- Load Rod' Spec: 4-/f3 Date: # Afee7 #se e,, d - /sc o.- zas s r) (/f 6 fro -~ kvast I GAUGE JACK NET INSERT DEFLECTIO?!(IN.) PRESS. THRUST JACK LOAD NOTES-FAILURE MODE THRUST AFTER (P.S.I.) (Lb.) (Lb.) (Lb.) INIT. 2-MIN. 200 l 2Sfo 1927 l ZJfD o. m e.*do o . .- l
... , f, . .
., nr , a,fo . , ,
l lg. c o l .r 9st, l 47tf I /f ffo ' O.ae/ d. o o / l gco i o . .o v a r.r rio o.oos ; o. ~ .1 l
/CfO jf ffC /2Off $9' Ord 0. 00 A $*#0 S l e'f 900 /9667/' If SJ@ 008 000 l
/20e l
/d C 0 /8 ffe /7 $2f .f4 & 909 .0$O l l
/ 4.c o 2/200 l / f 97f l 31 fie 0/0 */ 2 l
/f s.o 25 fro i 22 627 l 4?ffb .c/3 .0/7 l ZCro :
2G foc jf27.7 e JDfro ,gt f .etyr . Z '*
- l 29 ff0 2792f l fff)D .off .ctV l Z4C0
- JL doc l Jo 573 l 4//r0 .aE6 . o d '? l 2 fC0 l 24 d fp i 112/3 I M Sb .AEF 03/ l
<{9ffer
.fr t' o l
J7/Go l 397.O I ff0ff l fff" ?S'
- 7/ TrP 7? CfD l
l
,03g'
,e A ee3 6 040 l-Ja e e 42qce eqti7f l gg 230 l ,ogt l .ofg l l SJcc drefo off f/f I 17450 l .c.* l . o d'] t I
'. .u ,, , ,7 7 , a + 7, , u r f. ..ra . . ..c , ,
ffc0 i ro Jfo fy //r l 912.m ,ec9 .op; I l
.fWo l f t, 671 fo,tro l reo,96t? l
. 7e can ere./c. ro,res, l' i Les re ber-r- c.L w u.,:,v w n ,,, n, re *.1 t
l Joe / lod/nopHern i evs/ .' ~} Qqancve n limar ch.sec n e___ _ \ 1 s l
' c I 4t '_ ewa b e few l
g l 'fg _ ,,, e _*,obour e n r= a fo" o'sy at' ' tap.
- crepth = in ser1
,.e i e .~n r op u r , c = a c.. To ouss7
- r * ,*
' I. _, . I i ,I /*
- I , / ia l w a y, c, (Arxit.
, m em i s as r u vi or c, , ,
l i i I i l l l l l
- Jack Thrust (Lb.) = Gauge Pressure (PSI) x / f. 8.f' #p- a'y n J . n o / se- /W.
1970 44. -- s , /zz.s-) . - - M p rs ty3 : Totai veight of Load Beam = Net Jack Thrust = Total Thrust Minus 1/2 W(eight g,, of/7Beam. Insert Load = Net Jack Thrust v 2. e/;,,
'f5 }
Jack: . . . . . . . . . . Equipment Number peu d es Pressure Gauge: M & TE Humt:er E J#8- Due Date: /4 4/ '- 85' Dial Gauge: M & TE Number //f 9 Due Date: 21*/m' #7 Perf nned By: Witnessed By: 0 b. YUW 4'&c:. Date ds QA Representa:Tve Y #. Date f -4 ~M JHme
- - - . +_
]lT-h-37 0F7h A
/8 M N COMANCHE PEAK SES
,)_ SHEAR TESTS EC-2M' -{' RICHMOND / -INCH, TYPE INSERT .
Reference:
CP-EI-13.0-X// pes Specimen Number: /6 Bolt Spec: A'~ -@#fo Date: 4 M IF i {l n we.r/ ene) l I DEFLECTION (IN.) GAUGE l JACK
- f PRESSURE THRUST NOTES-FAILURE MODE INITIAL AFTER i 2-MIN. (P.S.I.) (Lbs.)
U.CCO l 0.000 l #C# I f*300 l .
! .00/ ; .0 07 ! Boo /c & 00 l i .0/9f" I 02/ l /E** /ffeo l
- .0+f 004 i /400 l 2/.Eoc l i .062 i . 0Lrf I i:^k - l f/foo l
\ 085 ; .09/ I ZPC l J/,8** l l A //2 ./B l 2400 l 17. /*C l
_f ./SE i ./70 l ?? 00 l 4Z.+'co l
.22 .
A $**G.:& l 46.377 ; fonure of bo// fn .rhear: F. : I W l l i I ;/mer/ 6 /b Me chn! i V8 by cru. rhino of c/sper-i ise & k,n or t hemer s ri-) VVithirs This U t e/o' n z H erer
! (/bc lca ef Ynaer/ rda/ed' ,7 fo w 5enreel ~
' 1 I I i t i I !
i i I i i i 1
- I I !
I i
?
, a
- Jack Thrust e:usi Shear Load on Inser*.
Jack Thrust (Lbs.) = Gauge Pressure (PSI) x /J,2 f Jack: . . . . . . .Ecuicment Number / pes c o d f Pressure Gauge: M & TE Number ests Due Da+.e: fa sfor &
~
Dial Gauge: . ... . .M & TE Nummer t ra f Due Date: zr vu , w Perfermed Sy: Witnessed By: , k$Y '
~ C & b2 Date w'
QA Re;;reser.:3- ve / Da e 4-t-il N [ame
/ . E-b-19 0F 74-19 0F 32 COMANCHE PEAK SES
/ SHEAR TESTS U EC-2W RICMMOND / -INCH, TYPE INSERT i .. 1
Reference:
CP-EI-13.0-f //pS i 9' ' , Specimen Number: /7 -Se % Spec: A-#f:e
, ' , . Je ss Date: 6 Apr By 1 (2.2*' fr Wss/ fsw)
DEFLECTION (IN.) Vet-Agigg WM* , INITIAL AFTER 7brJ2r pMS{, NOTES-FAILURE MODE 2-HIN.' (t.js) ' = .
^
- ' (pjfLM.)
l 0* C " ! **** i fjpo l Po l l .0 20 ! .0f0 l /0, 4,oo l foo l 037 ' .e31 I /S, Pcc 1
/Z00 l t
; .No ,064f l 2/ Z00 /600 i 087 i 093 l 24 SCO l 2000 l i ,/27i . /27 l St Boo l 2400 l
! ./44 ,tfs ; 97 pop ,
l yp l
.3/2 .332 ; qZ foo l JEco I i_
I 43 cGe l 1270 i fathre be b c // .r/r e e r* y
. ! /nsed c/d/er-/Ss' h e r h o n h ~//s 3N' beim I nordM An rhnhinn ' %7ari- r ef Senerl4
- t A4 aburrn/ A. Arf $n el m- den of ihjert
- r
. l l .
i ! I i I
- I ! l I i l I j i i , i
! ! l :
i :
- i
. I Jack Thrust ecual Shear Loao on Insert.
Jack Thrust (Lbs.) = Gauge Pressure (PSI) x /5. 24' Jack:.......Equiceent Numcer pcx cas. Pressure Gauge: M t. TE Number ESfd- Due Date: /4 Apr [6f' Dial Gauge: . . . . . .M & TE Number BMP Oue Date: Er w n 'sp Performed 'y: Witnessed By:
^= b..
.. Yk 6 dyr S'/
ki_ ~~
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/,
'i~N~id O
l 2 l
. _ J
. *c y_ - 3, p 34_
20 of 32 COMANCHE PEAK SES ' SHEAR TESTS
~
. EC-2 W RICHMOND / -!NCH, TYPE INSERT ~
13 Refarence: CP-EI-13.0-Yfd # Specimen Number: /8 Bolt Spec: A - Wo Date: 6 sfm- )ta {.7 W frobot Wefb effd)
~
DEFLECTION (IN.) GAUGE JACK
- PRESSURE THRUST NOTES-FAILURE MODE INITIAL AFTER 2-MIN. (P.S.I.) (Lbs.)
1 I p.c00 I 0.000 l 4roo l .p~J00 : l .co) : . co y i pos l ip Sco V
/$*.oo l .DL.) ! . 02fs~i /Eco l l i .pdf ; .off l / Goo l 2/ ZM i I .o so I .ses I &aco i ed.se !
! .opo I .oss l 290 l f/ Boo l l . /od- ./09 i 29eo 1 37/cc l 92 900 t \
! . /JC ! ./48 l .12co l i
.2** i 332 ; 2 Coo l 47 700 l Oa 9' *
- i J8 s.o l fo . tic l n'/urs by 4e// .s h e .rr.
! l l l l g.r.,a / k s//eeKef sJ.e,f f/s? na
- ! ! I I sope ,e.,t re Mkn o f i h.r e d
' i ! l I % = / e on e e e le ero.rk</(swiul
$ f l l $2 beef E*ih fm / ef 011 erd
! I I I I7'he ih.ser/ J+'alber Their~2d off I I I Ifrom Mn rhvAt thu.r 1% f ~
' I - \ !</r f/e el- m U/ee tha 3A e re IrGi/ure . rx'#4 W r/mts e/M I ' rre / mov . ,
- I i . .
! i
- Jack Thrus e:ual Shear Load en Insert. /.7,2.4~
Jack Thrust (Lbs.) = Gauge Pressure (PSI) x Jack:.......Ecuip.en: Nue::er /rcer s06 Cue Date: /v Afe M<p Pressure Gauge: M & TE Nuecer esfs-Dial Gauge:......M & TE Numeer 2949 Oue Date: 29<4i, te e Performed By: , Witnessed By: d-d*54
$ $ .h '
4ane 4 42 m 'f r.L Date
/ .
GA Re reser. su ve _. r~
' Date
.- . . . . . ;. . . . . . . . ...=............;......v ..n - ,.~,..m .
f-6-400F74 210F 32 COMANCHE PEAK SES (' ( SHEAR TESTS RICHMOND / -INCH, TYPE cc-zw INSERT a
Reference:
CP-EI-13.0-Yfd# ,- Specimen Number: /9 Bolt Spec: 4-f90 0' ate: y grf, '% j (,4 fron, wes/ eno!) I DEFLECTION (IN.) GAUGE JAC'K
- PRESSURE THRUST NOTES-FAILUP.E MODE iINITIAL AFTER l l 2-MIN. l (P.S.I.) (Lbs.)
p.cof l o.D*2r i 400 l SJa i Joe /0 6M '
, cyg: i .cfC i l
.of' ' . M fi /Edo I /S S00 \
.cfo , e8/ \ / God l Z/ ZDe
.098 t .off I f*** l 24 Sbe l
./f2 ' . /27 i 2400 3/ Jw I
. i:d7 ./rf I floo .17 /** l
./9c .trir i 3J00
- 1'E f m i
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f
. t.ro . i .sr~ i 4 s .s pr l /n reer' Ni/ed .6y be*o/sdry l l wed be / ween opper coi/ dr.d i ! l .rfruAr, 3 // 19 He i os % n h %
i ! I IwiH ihe enesoes asper ce:/ l
' l l 1%ee .re veral o'optwes. T/re
' I I l b c// s % Xm/ in A ers d m./ w i/L I \ l l o /e u es- /c od rh,, r% <
1 i ' .dc 3-vr /b. i . i I a + l l . t . I
- Jack Thrust equal Shear Load on Insert.
Jack Thrust (Lbs.) = Gauge Pressure (PSI) x /J. 25 Jack:.......Equipnent Number Reu 6oc # Pressure Gauge: M & TE Number E.7.rJr Due Date: / 4 A Are /* . Dial Gauge: . . .. . .M & TE Number 2149 Oue Date: a von'#p , Performed By: Witnessed By:
$$ YY 90& fe;
'oaa ln-a e aearesenutwe <
i cate 4 'I ' M g f ame
2 . . - . . . . ... .. . . . . .
.y g 4j pp 74 22 0f 32 COMANCHE PEAX SES SHEAR TESTS '
)1- se .2 x/ '! RICHMOND / -INCH, TYPE INSERT
Reference:
CP-EI-13.0 4 /Fpe & Specimen Number: Jo Bolt Spec: A .4E fe Date: 9 @ B4 (s4 s .n ws s -,4 l DEFLECTION (IN.) GAUGE' JACK
- PRESSURE THRUST NOTES-FAILURE MODE INITIAL AFTER 2-MIN. (P.S.I.) (Lbs.)
, . . : : - l : ,: : --
^
l ;:: h f i ::: l t - e, = c
,. ; ; ., w l l > .f/seM nof or/ of spreafv.r
- a l
, =:2 . ov t . l i i i /2 - l +
i o. a. J i c.aos I f, , l (Je l f** /0 600 l
.otr ! .osz I l i .c46 1 ,096 ! / Zoo l /r
- fee l
' 0 cy n .C Cf I /600 l 2 / 4 00 i \, .ed.r
- 087 l 2000 l 24 J'M' l
.//f I N/22 i ZGC l .? / Ba' i l ./54 s 173 i Z800 l 37ior l M .7*** .7'?, 7.ro s Concre re crush ea./ /h.r e i- '
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/ *'d's (T)
- Ja::k Thrust equal Shear Lead on Insert.
Jack Thrust (Lbs.) = Gauge Pressure (PSI) x //. df Jack: .... . .. Equipment Num:;er A'cw dos Pressure Gauge: M & TE Number /.r f r Due Date: /4 h i v I Due Date: Er ,A ,., 's. Dial Gauge:......M & TE Number efe r Per'omed By: Witnessed By: 9 s2n /d 04 aepresenta m e Yr om d.9-94 oate O eee 1
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C0pWICHE PEAK St5 CIPWIIIED SIKAA & TEN 5ftal IE TS d'C - W alcherwwl / .inth. Type nsert
, Referesde: CP-f i-l EIT*pd's Specimen Ihamber:_2.5" J/*4_[gyrfg_y[p,t4~,md laserted Load So.1:j-/M Date: _fpge,*/ b_
c-- 58 EAR Titl510se 3.= g.. =a ... Giange Jack Deflection Gauge Jack IIet lasert Deflectlen Press.
- Thrust -~{ lier'Ti}~ Press. Thrust Jack load '-(IEcW slotes - rallure si de .
After Thrwst After , (PSI) (tb.) lait. 2-Itin. (PSI) (Lb')
. (Lb.) (ib.) Init. 2-Min.
~
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. . . . - 1 5- ..
... - . - - . = . . . . - - -
n I.= Jack Tierwst = Sheer Load on lasert. Shear Apparates: Jatk...Ingulpment IIo:ggjed 1.* Jas k Thnist (th.) = Geesse Pre ssure (P51) a g/f'for Shear lead. Presswee Gauge-IEETE les:Jfff_tue Sete:syAh 2.* PSI) a //,ggfor lension toa.i. DIst Gaege-IEIE Ine:_gy gue Bete:ff,g,, A
--fetal JackUt.ihrust of Tension (th.)toad = seam Gaeise= /V Pressmee
_ __t h. (/4 Tensten Appaeates: Jack.[gelpment no: g c g p
*L L;
- f 't _2 - w a th; ;. 1,i . ;2.-.- Pressure Gauge-fEIC Ile: ggges Bue Sete:
Insert toad = Net aw ? The ust-=-4. fdK plal Gauge-84 tit No:_gdtus Sete:sfad}y e Perfone d By: [~ h/ ,f# .Se Witnessed By:_, g, f M1( we e,eniat one y i TF"- I N
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. . .. . 28 of 32 c;: .. ...i-E PEAK SES IIT-b-4 7 0F 74-
~E.'.SION TESTS A~C~E W
.\ RICHMOND / *NCH. TYPE INSERT V.
Reference:
CP-EI-13.0 ///cm . Specimen Number: 84 Load Rod Spec: A-/97 Date: 4 efre ## e-it"-{EC" frwen we.p' erse,' rhk fram sarr e we ese GAUGE JACK NET INSERT DEFLECTION (IN.) PRESS. THRUST ' JACK LOAD NOTES-FAILURE MCOE i THRUST AFTER (P.S.I.) (Lb.) (Lb.) (Lb.) INIT. 2-MIN. z~ \ raro i. r.1 l rsso l .. ~ a. ~ l sseo l f or., l siro
#co 003 .e.s l i l soo r wo s:w- i.1 fro .oor . c o r.r l l eco l io coo r!..c l is iso . oiz .our iceo l n iso l a o.er 2+ o.e .oirs .oir l
- troo lirra .v e?r zuro . o .r r .o.re l l ieco l ar.co irs.es l n aso .o ro .oro l l v
ta co l stico if f r.c 39 ygn l ,o rg l . tor l
' '700 l22sas ri.roo l.arsee l ./19 l lFai?ue. l l /n.rer/ ransmined ihrGeri nJhe.rr eens droe -
l i i l l l,Q,y,,, , oh cenere/e. /s be/ we io - e -b r' I nese re ne b e/ bee , r Y e' iv . t . ,e.,,... l l l Cone wa - r-* r s'n'e /r.s som Y A -r ba, .a . b er- l l2-ne A su w. Ja m e. l/,*.t% % fNece err 6.v_.e,wNI l \ 'cor,ese/N -6 susi J f / le ~. re n e / i s, , e, . .$ sfl? Gar chne d'eo/A s fu// n ei /r A e / /N. tert
~
sen & a A c. Nom. I
- Jack Thrust (Lb.) = Gauge Pressure (PS~) x if, dS~
Total Weight of Load Beam = Iffa . Net Jack Thrust = Total Thrust Minus 1/2 Weight of Beam. [ W/. = /dET/4/ Insert Load = Het Jack Thrust x 2. Ja c k : . . . . . . . . . .E:;ui oment Numbe r A'c N cor - l Pressure Gauge: M & TE Number Elfs Due Date: / t A o r le v Dial Gaage: M $ TE Number E f d Oue Date: E? 4./em Idf 1 Performed By: Witnessed By: l l 0 h h.lY DateC dr. P- fl_L. _ , . .Ar 3 - / * %'f-r ' L kne QA Re:resenta 1ve - Da e
. .. .. 29 of 22 j COMANCHE F Q SES ][7,g.4ggp74 l l
TENSION uiS re-lev RICMOND / -INCH. TYPE INSERT
Reference:
CP-EI-13.0 4/s,q ., Specimen Number: 27 Load Rod Spec: Af - /93 Date: 4 4e* '89
/2 W fr % wa& M 4tM from es&l GAUGE . JACK NET INSERT DEFLECTION (IN.)
PRESS. THRUST JACK LOAD - NOTES-FAILURE MODE THRUST AFTER (P.S.I.) (Lb.) (Lb.) (Lb.) INIT. 2-MIN.
/915 2530 e. c oo p.eco 280 2 Glo L 44'O f fee l de7J' l /ffe .600 .400 7 f/4
- 6 TJF l s 3 9c fc .eso .000 i 4 00 l e e n l' fe@ ! to Coe l 9 J71 l /d 73D . *
- T i reso /2 017 29 cro ..s vsr . *
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*dr6
' /U90 /8 ffe /7 JET 39 6fC ,pfe l
/400 E/ foe /9 973~ 39 ffe .e M &a .0 91 -
./96 ff'M
; l.
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f t C eJJ'e f 0W i Wold Aas%.orn /cn ae tw/Y , ann! Werlle2/ l
' brors. Yhy-me es, uenter,/1 s corY cam e l l .rtrursd&
O f/l Ns-f*1Ed //9 e. 1%ere hlr'a.s 66*lll. i i concrene .rp d/ Ara r* *n ovg/ ons sheer l I f /. $* * .'r O $ /*M 2 d Wen lb S *$ 8? / We rl".
' ' l icposec 'en e, s ::nar- /oc a red 7 oc. fro:
' I I sk o r Y. RrMr i so f o'i1/Abe/. O n At co n -- I l l crg/c over' t-e on o v'ed. l l l l l i l
, ! l I l l ! l . l i !
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l ! H l i E 0
- JackThrust(Lb.)=GaugePressure(PSI)x e'J. /S Total Weight of Load Beam = Ed#0 Net Jack Thrust = Total Thrust Minus 1/2 Weight of Beam. (P g sVA /St#)
"* Insert Load ? Net Jack Thrust x 2.
Jai:k: . . . . . . . . . . Equi pment Number 4 CN 404 ) Pressure Gauge: M & TE Nur-ber IJI4- Due Date: /4 de M/ Dial Gauge: M & TE Numcer tfC Due Date: B f u'Lo My Performed S : Witnessed By: i Riame A Af4 Date 0/s N klr . QA Representst1ve / n
;at2 1
39 ol~ .32 COMANCHE PEAK .:. TENSION TEIT: 2[T-h-gpCp74 cc 2W RICHMOND / -!NCH, TYPE INSERT 4
Reference:
CP-EI-13.0.* /J p e.M Specimen Number: ## Load Rod Spec: Af- /f3 Date:/d Arf / '/' a I (J" from aos/ en.r) e ** e., GAUGE JACK NET INSERT DEFLECTION (IN.) PRESS. THRUST JACK LOAD NOTES-FAILURE .MCCE THRUS, AFTER
'P.S.I.) (Lb.) (Lb.) (Lb.) INIT. 2-MIN.
2" l ZGro l / 4/f l ff$V **** om l feo l f300 l $ Off //f* l ;*** ** l l 600 7 ffD 4 7/f l 13fFC l ,co* a m l l see l iocoo e s7f ' a 7so .o,s ., a l fno l Jy Jfc l /2.02f !f CSD .co f ,oes l
/ Zoo l /1~ 100 /4,4 *7t~ 29, jfo l . coy l ,o/o l
/s* *
- l /1 f.ro /7JZS l ff Gio l , o /S , off l l 20 ffe /f S/J l J14df , e S.t- ~ l
/Cru l 2/.200 / f. 9 7 f l J P f f e a oL7 l .082 l
## " "'" '~
.h l 22$27 l2( a se l 92, C 00 ,/f n .<vm
~ ;/E-r-I le a n _e kaik e . Av.t e,-f a nd reo' i i i l i e m asn' ed{ infac/ Cona /r eich/-
i ed.VJ/ s/1. 'er=l /7ei k $b6 o f CO*C* l l l l fop fi;n;,$s by i eI),- , --- _
; sv,sf. l l l \eas.,,., h as ,,w,!co ~ -4-IC-i4-r Date QA Representative Oate Qame
. . y op 32. .
COMANCHE PEAK SES 8-$ .CT OF 74 TENSION TESTS sc -tw RICMOND / -!NCH, TYPE INSERT
Reference:
CP-EI-13.04- /:;r - Specimen Number: Ef Load Rod Spec: if -/93 Date: ( A gef/ 69 (22'rGo.~- E.w/, / 4 6 /e~. we.t/) GAUGE JACK NET INSERT DEFLECTION (IN.) PRESS. THRUST JACK LOAD NOTES-FAILURE MDCE THRUST AFTER P.S.I.) (Lb.) (Lb.) (Lb.) IN!T. 2-MIN. 26fo / fff l ff/D 0.000 a. c e e e 200 l 00$~ 0 0 T' l s A so I $300 4 071 l g /St' 007 ,Dey 6 00 l 7 fic & 7/J l / J+ /*
, o /4 s ,etf l
i e
#ce i to Geo 9 fr$ i // ?fD
/2off Jf c/w ,ogt 022 icco lL l /$~yce 2 ZrD l l
//oc /4 4 77 .i'f ffte l , e 33 .c3y e ideo l / / ffb [7JJr i Jf **2~0 l ,, / Cf , /09 l
/ doc I 2/ fcp /9 973~ J? f f*o i . /3r . lfff" l l reef *** ' ' l . l l i I I N i ,, ,
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l l gre; j omInfe c 2.r *%m>//mi/
- s. o ' 7'es(/ co' s o th*J rn w en t & hen r~f erf /dlf/M y of J n e f // !
9 l l qwe
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~
e~c/ Wile c't b0/$ /NJers'. 7/NJJ ConfriiVjh
/arje dres l l l ing ;, .r/se cou.re o r' ytri.
I i i concr<er'e fc7//ui ce. l
! l l !
I I i i l I I I i I
! l ! I I i l i l l i i i l i
! l I I l l 1
! I o Jack Thrust (Lb.) = Gauge Pressure (PSI) x //. d~
Total Weignt of Load Beam = E#/>
*o Net Jack Thrust = Total Thrust Minus 1/2 Weight of Beam. [k W/, s ///J *o Insert' Load = Net Jack Thrust x 2..
Jack: . . . . . . . . . .EQuipme nt Nur,be r pen 404 ( Pressure Gauge: M & TE N.sber E.7ff' Due Date: /t a g b Dial Gauge: M & TE Number t/d f Due Date: Jf ,/ sfa Performed By: Witnessed By' M MAu c au t-v /Ad a~J N < JDate + M 1 QA Represen;ative '
]#i e Date '
32.cf 32 COMANCHE PEAK SES E' ~ N TENSION TESTS A fc-2W RIC1990ND / -!NCH, TYPE INSERT
Reference:
CP-EI-13.0-Vped' - Specimen Number: Jo Load Rod Soec: 4 . N s Date: SW// o' f (/// on es.n' emr' GAUGE JACK NET INSERT DEFLECTION (IN.) PRESS. THRUST JACK LOAD NOTES-FAILURE MODE THRUST AFTER 3.5.1.) (Lb.) (Lb.) (Lb.) INIT. 2-MIN. l l - . - __ _, l l l
.es.s l l l l M __rir+uf I W . J ^ J.- i Eco f 6fo /s1r fff0 c. o e o c.oce b l l eso g~ sop D. o s' o .o*a sp77 p //o l Cc0 79.9 'd 72f' /J4f> 00/ .ao/ \
poo l fo 600 l yJ7J /d 750 l . s eA~ 004
/ ') *
- f / f 170 l /2 017 24 ore i . cst , e2/
/200 /f'Str 29 RfD ,oq7 .c e*f l'*0 ls79e*
/ J f"!G l /T fff fe'afe e /1 :; -' . /0 7 l
/de* iI E/ Ace jy yyj- .py pro l l
,/.rj ,779 g 1
/f. c
#1 Pre i i i i
, I '- /4Se I f/MCC fog 3r l tt/P7e .A50 l lL *de! At dNe/ Cuf-!
/sr.re r t 6rtled by *bre4Acmf oresq' l l i l 1
~
\ i bekm A w- ro/ znd we r fie r/ !
tr. C/pptre r%ronoma' ces/) cam e l l l DVl k/re& dJe $u/1 e sme ard, j 724a e Mc'e-e 76 ! l l fur */dce 1ns// enAA.rA/'/ mar R $2.w' dari //~ c/ fey Gen,t; 4."
~
l l l c ar p a.tegr.' Jy rerotroC*ff of cover. pse l l Inant m'e /a r-m ent. Corecreb l l l t i I I I l l l l l l l l I I ! l
- Jack Thrust (Lb.) = Gauge Pressure (PSI) x /J, ##
f
** Total Net Jack Wei!ht of Load Beam = If fDhrust = Tetal Thrust Minus 1/2 Weight of Seam hW Inser: Load = Net Jack Thrust x 2.
Jack:..........Ecuipment Number N ew see Pressure Gauge: M 1 TE Number EJJJ' Due Date: /d 4. v- 818 Dial Gauge: M t. TE Number 19d*9 Oue Date: E9 dn '#9 Perform.ec Sy: Witnessac Sy-0hb 6'dn N Date ' w
@ aepresentative '
O case AAf
. ...... ... 1
. . .., . . F-b- 52 0F 74. l
/ Of /5 1
9 4 APPENDIX 4 LOAD-DEFLECTION CljRVES 9 9 h S t
u m__ -m 4, g E- k-f 3 0F 74-2 of IS
- f(
x
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bnk. . K.
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\'sN bs. -
Q x 's N>~ s, s, 8% - a' N 'g - s. Ni D ' ' R m ' N , , s. _ _ k $ $ k $ I M =b $ I - Q wxaw7 :
.. .. . .. ... ET-b 54 0F 14 .
3 of is O ti d .; 1 552 1 $ NW 2 yl8 0 ;g 2 f .; 3 i w t a y '* .g 38p?
$ J w 2
'OO I
et - 4 O 2 3 . i .. .
-A YO \ 0 O$$ H ul
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1 3 i 2 c. '
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o. O f>- ,- 1 - a ' NI m o O -
-i 3, 2 g & s u
w O p _h3
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b 2 C. UV@ . . . . . . . . .
& 4 A 3 & ,,4 a A A 2 b -S cil h Cvo g
O -- l't IIKil, T YPE EC-fo W
.----Q 2
l SPECIf1Ehl # 7 1 72 . b , I . . ."
~
l
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?
f .
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. .=-
I / l 1 : L EGEL!D
\ ;
3fo ~~ / ' IAlITIAL prFL, lQ /lJ.l / , i H DEFL. @ 2 MLJUTES
,Y : */ r t a
W TEllSJoll CURVCS
.l!/
1 . IG W _ a
!% i W SHEAR CURVES
.O f
!4 : . .
fy : , D
. s y' g4 o_
O O.15 0.30 0.15 0.60 0 75 0.*f0 ),05' ' ),20 j,33'
~,
-41
-b
- DEFLECTIOLI- IAJCHE5
& r>-
0 O. ,V COMBINED 3 HEAR / TruSIoM TE*ST CURVES ik IUCH, TYPE. EC-6 W , ,
'*# 0 60 . _ _ . _
T ' ' 50 ,~ ./ .- B ,, . yo Y ,. LEGEUD Ii fy 30 a ; f ,. l IMITZ AL DEFL.
---- DEFI-. @ 2 MINUTE 5 i
,f b TEUSIOLI CURVE' 20 ~
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3(s3.9 3605 m.(sgQ o20ts t f. m W .
/6 37s j,g 93.0 3(s.) % 05 BEN 0iHG 02DooLV t 54' t.207 6.96 O,8 93 984. 3 E.1 00LOENV E,nD E.539 6.96 0.%8 1846 3(.3.9 y 02ple2F z (,Go z.9( 3 f(,375 1. //
91.92. 3@.9 Y BEMPfNG o2plcMJ E.Sil 2.TTT (G.375 1.ll 9L9E 3(e3.9 3(.o5 m.8Bo 020icMy E.si z.788 /c,375 1.il R.1 'l Io.O ~ 23s.6 5lOO t>ENDiHG DoLUCRE 2.;w 2. M* * (0.35 l,C9 2A f #$ 19.5 - octuoxi 9.876 to.' ISO l.07 l'4" h 21. g5 - ooiypp, g&Ss S.924 g,og SOPElt- - 3 00.0 y colVA4F %.10B B.5ft v I.05
#' 95.o zA 5.9 5t00 BENDING DolVo8J 2.614 Z@l l076 /.05' ft I.,24,24 g,gg ii.sg 23g.s gloo SENplNCv 00L2CSV j.Ff5 l.W, lc>.76 l.Ot WO'TE 23.3'i l of c,o MSINliP 5.98 00L 208J 1.99l g.008 IT 4
LOAp5 6458 4139 , gloo .g ootoAgg 252l 2.447 0.77 9 5480 42 71 23s.e was eeNoins ootocoy 2.sz.l 2.4rl io.75 o.77 it 117A 1.2A-e2.z2.
%o.5 36o5 u
BeRDING D200ceF 5'5Cs 4 7.26 B.M l30 j O WlTH t=tm Mowf - 12.S 2
*t 976.G uso.5 a u
020UCOR 5.5(o 02oucs3 2.6 l
%,9l lco . l 3.O 7 B . T 5' /.ZZ.
I, GO ' i 976.G p200cQ3 2,gl IMeritTs s 5,gg ,g,( ,,55 A n. n n n
EBASCO SERVICES INCORPORATED i
,, TsretsrJ ,. 4ht/as ,,,,,, T7 , S / i cano. .y 5. P k. ..,, .41u / 8 r . ,,, ,,,, 3MI7. o 0 7- **;;: 547 l cueur TOGS _ . _
l raoamer C,PSE 5 'Z. j su.aeer BASC-PLATE AM ALY &l 5 TABLEF IV. 3 b J- , i
+b 't m' T = soLT TENSION FROM COMPUTER ANAL '
p 1 g
+ + T, = FYa ne" Kaon"V2d h"
n' i z+ a L i l' I Pt.A T E p g ' g TYPE RE S t) L TS
& LEE (K) (k-IN) p g 1M hun J.a 73 0 I IM r o g$, !
Ik24$Z+# 2~176 D64 3606 %4pl4G D2DV808 2,56 3,25 I(.,, ( f,% p2DVAW2 UNDE f2. g,c;55 '42T M'1 M ESS " 06 Gofv18tAlEP ' " ; H Il Mi#3 3.+1 5.IS l El LOAPS #
" " " U l.51 n 146 3.0 MyIOD l.02.
_ sp4 ,, ,, 02cvap4 g,g;; 3,3 ,, f,zy Mr" l i I k O I q N f /64 9
E8ASCO SERYlCES INCORPORATED
., T.Sr606W ,,,, f/7/85~ ,,,,,7 O ,, S /
(O' gyTOGC.
' ' ' '"'"' -'- -- '""' ~'~ '": "" '
cur gno,sey COM Arr,H 6 PGA% UN IT Z.
.u.;.e, BASEPLATE AMAL YSIS
-.. . _ TABLE IV.3Ca T '
L, . n4 i __t _t_ _r __ __ _T_ = socr rensisea_rgem cogpureg ANALV6ts, _
$ . __.y Q . _ - . _ _ . _ _ . . . -.
--}- ! g,.g,y __k.? hk *O M xh_o*. _- M Y[21 ~ ~-- ~ ~ ~-
._.c_,_.,____ _. _ .a , ._ ._ _ _._ _ , .___ __ .___ . _.._.
I "1 I Pt.A T E p. -M- TYPE RESU t_ TS _.6 LEE . (h (k-m) [K.J, 2.EEM goN ID. Tf ToO T4 4-Q INl5gi24 22.22. .} 12so. .%os mypin& pzoPtss 5, sto. ]o.Ss s.75' lhhl " 22.22. - 3soo. i. _ . _ . . azpar.87 ssro it. 6z L ./ z.ot __ __._. r _. . 92.92 s. zoo. _ _. _ OzPM7V 2.511 93] A75 /,95._ 923Z 35m- z.I6 PzpfMS .z.EI_ 5.42. /6./ ew *
-eue @ e m m +e ge -w4 -v mW -can wm-.. e e-_ e * *- ** -. g. g - ,3 -4 w 4e- m e m.
q-m- _ -* --w a +4 w, .m_e. ,e-4 - m -* ehe 4* + -.o-e .=.enum ea- 9 w e4 e- - ww=.- wm - 9N ee -@9 *
- mp M e - =*
e 4*~w* a-. N 45.uS
- 6-ham
..m es -m -ieome-, e-mmm e --.
am e, - em. N g-_ w*=
- _* ** 'e , q weem 6
, , , , , , _ wp *m ese .g m. -
.m 4 l
.. - 1 we., 4
) . , , ,
E8ASCO SERVICES INCORPORATED 1
= I l ears O./ @ ar 29 or i/
q c==o.= 5.P 1 .r 6/>F/8I o,,..33/7.402 **0: 64 9 Y cucur _. wmmwnc rcm urn 4
. .E h_ .
- seawarer CABLE TRAY HANC.EM sumaner P R' Y l M G A C T l C Al P A c rogs F~o e A b3 CH o c BOL *7's' TAELN b/l3 d _p.! I i I_L .__
-_ BASE Pl ATE WITH 4 4tJC40R Bo LTS
_ _ . _ . _ _ . _ i i : i _! I _ _J Q . L- 4
- j. i ! -
y
._ d_ _BOL T T&MS/0M:._. __ . __
f '% - MX a _BASEYthabb.D{/ '
, l ! /_' #b/O_Q' = & og 2dx !Df gg4- ?1 __
, t i i i /s; Ms/ -
, i4 _.'/;. / O L/ _ m T ::_ao.tT_Trn4/oM i ' i Fx347/ p Ig bp
__ L .__ / l /'l 'Fs /~/ ' l &ppprf7gt L.YM - V)._1__J......f/_..I i -.
.// dx / Z 6 (TYB) ;
7- g ,y- - - _DArr Ft. , K. IMirpe F& .( T c/ = . coMPl/7ER s I? E R'K/nfdH/c%) N) (k) (K) T/Ta_. Fur) Ala Rh2h24 e = l,75-3ron.L 92A2 . 23 % A36'J_ JA3_10L3QEJ 6/7/sr
- 4. . - 22.22. 5555 Il '2 6 52., 0 3 RoL3 DES
_M__ 6/1/B.r __q __ _ 2200m 92.9.2.. m.___ 22 6fo 3.9B 3 / ,74._p o_L3 E k' 6/7/89-
. _ - _ . . . _ . _ .g... _ - - _ . 27*'22. 5575 lo.15ft I93_Tel 3PFB 6/7/95
-s_ _.. .. .4hI.. 9232-. . _ _ . _ _ 2.266 2, b.0) 11E-pol 312F3 4/7/2c
'y _223 2 E555 LM2 ) . I 9-MLSRGF 4/7/97
$ 6:'2,D h 7 4x7.f 35M, . _ . - 2L23- hMT I1. M 2A9 Pal.R82 F 6//p/Br J _ _ . . _ . . .. . _ _ _. .. . _ ..
_._..__. .. . . ___ _ _ . _ _ _ . _ _ .__ i .. _ _ . , _.. . SSt/S-81
EBASCO SERYlCES INCORPORATED 2Tb74,,,,Sho/8 ,,,,,30 ., a cua... S k o,,e 648/85 ove m33 /1. 002 **if' 549 , TEXAS UTILITIES GENERATING CD. COMANCHE FEAK Uivii 2 n os,c, CARLE TRAY HAMFM sues,c, PR'YlhJG A C T I CN FACToesl: Yo2 Ak3CH02 BOL-T*C JTA15LE IV 3 e ' C
. _ ! _,Q. ' ! I '
. SAse Pt.A rr wtTH 4 AtJCM so t.Ts ,
JO i i ! . .
' i . i i . _ _ _ _ _
' +
d$, _ __ sot.T TeNsloM:._ __ ___ sAsr silaEh! i._j_D. E y
'W #4 l_- Mr i i t D./ /[ / '
> q,, % og All2hgg h_._ 4 .
t s / ~ L, vs / - +
. ;% F2 hp, / c T :: '80LTJD)S5DA i I I1 Fr'/j%7 p I g' bpoqqqR
- : / I / /I 'F 3 [
l Mgyg_
~ ~
- a. J, .-
_ A C R. !T.7, Micpe F& T c/ = coMPum . SIT E i(k'/4fLM/ W N) ( k) (M) T/TE FUM Nd _%.\ x22xJ hl.0.. $$Do- 902 _. 2.517.L AblC ifLk L70L4h5A 6 .= 1,7 C~ ; 4/8/Bf
-_ g- . - .. ..
2 L 2'L Sg l0,127. L93 90L4A M 6/R/R V - - m-- - . enemum= .e . e - -.es. p = .e , . - _ < l __ - . _ - . ..m.. . . - - . . . . _ . . . . . . . . - .-. _ _ _ . . . . _ . _
>M m se e emmim.e =ee .9 em. < m eeg.mumw i --w w .. meume.- . gw. - ,,,
p6 66- 6mmee * '4w e h 4se e4 & a. ,, , ,g , ,,,g j N t/6 O f
- _ . _ , - - _ . - - .-~ ___ _ . _ _ - __ - _ . . . - - _ . _ -._.. _
i ESA5CO SERVICES INCORPoltATED
~
7 T L v ,,,, U i7 /9 7 ,,,,,, _3.]_ ., si i
... 1 P d ..,,d,/>s/FT .,, ,,.33 /7 e o 2 **'; 99
""*"' TEXAS UTILITIES GENEltATING CD.
CCiviANCHE FEAK Uiiii 2
..o3,cr CARIF TitAY WFM sues,c, WYIUG A t T I C At WA C ~1*0R"'S P'82 A k,1C'He2 BOL *7-s*
iTAJiLe / /.s ? ' I '
- i i I
!! I i .
. Base Pt A rr werH 4 AtJCdF:' no t. rs ,
._J O . _' L i -
i i -
._ 2 . __.
'. __ ___ BOLT TPMS/O A):.
.]._.N' y M -/#A' l_7g , Mr og .M.1 gg .ft _
_!.... Base.itliax .1 I / k.b.I / - / ' _7y ?k 4 t
. t ,
/ f.< > Ms/ -
s _. . ' .
' /H i
I h/t n. T = ? BOLT _Ti'NNIDA { l I i - I
;/ Fw'/j Mw7 I[ ps'a 6 N90TER i
1/ I /[ 'F 3 [ i i i g y g __ _ _ V' _. L.J . . . .. . i i h ,. - _.. -.- ___ ' .-. _---. . _ B A C Ft. 5 MYPW F& .t. ~T ot = compara l SI? E it'K/I6 %K-hD N) ( k) d() T/T& FU/J A/d I ALxMyL'-2. . g21z 4,74r 4,t3 pptzp rg C = l , C *' 3l% 9232 __a. 4//'7/M i i g.-- -
- H . .. 2 2,22_ .C..CTtd,7..CL L23 pg.ZDTT unNY i
.._ y - - - 270p. 92.92 _.w.._. 7.272 L 41!" _b/4 PKZDW8 :
6//7/pr i
! .__. . _ g ._ _
.: p . . _ . _ _ .
22,N $' fr.f 4,3(o _ .MfLpal/pTE , 4/i7/P(- i _w - 4&I. 92,C)2 .. 0 1Z Z$1[ Lp.'LQ)L2CAN , h/ ((8'-.. 7 ' _ l y- - sU _h h (o,b4 /9C- - 3 d p 8 l e e !$ d -- /. 2 r 4// 7/#A
.. . . .. . y.; . . . . _ . ..y - - . . .
2227 .fg. V51T },.gp..1MI.ZCh1 1 dh7/?V 081/941
EBA5CO SERYlCES INCORPORATED or <T. SiYPiN o 1, 5b/85 ..r 32or i/ I, ors no. 33/ 7. oo 2. **;;: 9iW caso. er 8 E A o.ra d' l'* / 8 f cusiir TU CsC eno;ec, Cor4AucHE PEAK ONIT'2.
.u.;ac, BASEPLATE ANALYSS TABLE \ V. 4 - I i ---
q .
._ h.. 9._ l ] ; g ._. .T= Sotr T 64S104 ERoto CoM.P0TEP ANAL %\b l
g \ ,9 gyg _. __ _-_ -__ __._. .__
.q '
. ,7/ 4 . .-- - - . - .. . Th? F*t . OR. .Mg -.ch Hf,lg - ....- . . .
P ATE . . g . TYPE RE SO t TS _SLEE . ( (k.-m) h it.El.EM fWN ID. Th01 T A"T/-
~
ig kh6h2'-4 4.p
-~
44sl .. 3rso 5 B&4Dr.4G DZDLFRS b. o 4.6 'i B.75 2.o . Mf/64 4(a/.
" " D2DLFwF 2.f,7 3,O '5 005' /d e = 3 ' ^I -
K5 41,1 " " ot. punt t. 52 s.Az s.75' z20 7 3:J.75/Y 4.0 -_ 22@. " DCDLF6R ?.. o.. 4[3 k.75$ 244._ M/4.0 2200. 2.47 t D2DLFKa 373 8:75_. (42._. v " M/M 22 2 .. _ P2pTCIR _ / 52. +. 2.0 9.75 2.77. .
. _ . . _ . _ _ . . 4so 3 560. DZDLF03 2.o 5.03 /(s 3 2.55_
" ,1.47 Hfik.0 5S0o- . D2OLFaF. 2.67 9.99 .I(> .I
_. . . . .' n/9LW 35do. 'l D2DLFa3 /.52 4.44 /6I 275._ be44'4 .
,7=. aseo. 36er, senpuy. vn4An 2.a 4.4 % i.46 :
.. A = 1.15'" 4.0 o s i. , pot.4ASV 7,p 7,'I7I 3 6(, i k[;
~
.. dis.Mh u s. o WHAP 3 i7 f.97 3,93 _ ,
l 7 p _ . . _ _ I 2 nW51 74 3s9 ame m.4Aly 1,rir r,in, 3 51 O ve =/,75 4.v 6
EBA5CO SERVICES INCORPORATED 3TLm .. . r/9/& ..,33 , s/ O
-V c . .. n .. . Go/6 lt.Ms LITILITIES GENERATING CO. ...
9F/z eo2 :: r49 cu. ' COMANCHE PEAK UN!T 2 emoa.c, CABLE TRAY HANGERS u,.,,e, WINS ACTION FACTDRS #~0R ANCHOW MLTS
. . 1 L8) EVA LU ATICA) 0 F .0UTPU T .
ACC OR9]AIG *TD TN6 PhDGEPU/?E CUTL/AJEQ /N
. . Sec. Tion .Z.,_.THE ANAL.'r'sES tor /it/D THE .
--..N.-PRYI G ACTION .FAC. TOR'5..HAVE3E56) CONPutTED.--
m3 T//E 1%ST ulDECf MSE.D BASE P/,47E S AD.D
. . ANSL CS . A s L ISTEP int s'u8 Cec 71oh) &f),
0 ? N6sc7/OM 1
~THE EVA LUA ~np YLL~ PICoceeC> -_.
Accowtus 70 .T.HE S~rE'PS OF. THE PR'OCEPURE . MD .LulTH RESP 5'c r Tp* THE FelLGV)YYG POMT6.-- .- [0 -rHE ANAlYCES SHDid) THAT THE M/GNG7C. l l
~l~/l8 SQL.*T SPRib3G Gr^)STAA)TS , THE H/9M7? 7HE PRY /d6 Ac 7~/p^) FAcipRs . ..
\
. ALL pears T(PES eF $7est P't.-4TE G At39 A9615 S //Al/E 77//S CHARACrcRtSTIC 11)/7// l'E?PICT TG 77/E 894T 5tRtN&
O 4*'PA STA/J75 gr 11 "THE AllA LYSE 6 /JuM grag*EP PZ D66 2 V j
= u~ _ _. _ _ -- _ .. . -
l , ESA5CO SERYlCES INCORPORATED
, 37Liu .,,, t/eAPr ,,,,,, .14. ., si e . .. ., m .,, SkiSS- ... 3317 002 **::: s49 i
- uilLITIES GENERATING CO, O- cu, , cgumpcyg oE^.M UM!T 2 ea.4 ct CABLE TRAY HANGERS i su.aner Ptflidd MTICA) FACTb' A2S fp12 ANCNDr2 BOLTS i
l l
".P,2Q$Cd7}E'.',o."h29 $$h] $ 92P.2 EM Z "./AlN TABWly,latl-f M EX4MPLE.SHQW "TBA~T THE- '
~
l Eg55g ~A25loA) fAcsk[ poAt /.8>c4x&
- - . . - - . DA)PSR Wlx . AWE' ttESPTCTI. VEL Y , I. 2 3, I.30, a.- .
._. _ . ? I,15.$ l.IllWHILE THE' C-rRPetPeA@/A)G BOL*T
.. -.APmd G C0/JSTAA)7's ARE t'5sfecr VE Y . .. .
Q .. . _ .-- ..
.,3 500. W//A), 2'20s M/J,540,5W/A)
~
~g 46b.r Wis).
~
~
( 2) THE L OlJ G ET<* 15 AGE AMGl.E G/VES 4 AGGER
'f1CY!O G ACT1 ptJ PA CTOR S , THI S BEHAVtw C An su V URt Pt tip SY cpMP*ARirig:
O TO TA%CE lV lbiIc AMALY'55S FC3 2 6xf v74
~
x z'- 4 N u m erRep "p 2D 2 ss T. ( ."p04_oE P7" r0 AMLYGES POR 44.e 6x k x L'- 4 NUMBET25D "P2P3A 57"J!$ "D2P28G V" R5SPECTI VFLY3 l
EBASCO SERVICES INCORPORATED ;,
.y ~~Ib3 oars [IB/W r.irCN or i/
c no. .v 3 E 44 ..r
'* h UTILITIES GENERATING C6."*'
O ,,- co ^~c"r arax "~ 2 CABLE TRAY HANGERS su.ner v e Y nJ G A & rt Otd PACTot2C PDF AL)CH012 BOLTS
. .- . .- . . _ . L j_j ._
IU Tb) sABLEIl/r2et if 2 d, THr.ANALYS(S FDR , -
?? dBx4 xb y p'- 9 Juuty/BcRED "O2P& DER b .
G/WS ,4 PA' ='Y/Alf A& 770N PA<:'-Tol2 SF /s/B;
- -. VIHIl E .~p/r AkJA4YC/S Fores'8x&vbxo'-fo ~ '
l 6YlVEY A FACTOR $F./i //' . - . . --. .
.- \
(B) THE J-ARGER THE S'GlJARE P*/ ATG LAl/Til -. l O . PoU t< BOLT 5, J HE B/G"GEYC. *T//E PRY /A/G l A ACTIO A.] F4c7pte G' /4RE /AITRDPL/CEb$
-- --- F"OR EKAM.PLk, 1N '7A* BLTS I V3sf 16. ?[ -
- -. _ . THE A UA lysis' pp4 3 PET' P012 A /x ?4x' 2$. .
I
/ PRYliUc Ac7/CN FA-croR' cF I,9Ki CiYl.l/E S AtJ O TH E A M A ixS tS Dal. Z 9 7 B 1;&R A 1
SMhLLKR & Iy/4x /4 6?/ VET A S'MALLER PAC TS/2 6P l.23 ... . l . Le ra sers ccossa o w ummum . E WsE eF~ THE 2 AGE AA)GLE S 1A)72cDuCE N f /8-01
' l EBASCO SERVICES INCORPORATED ev 7 7 N oara 28A Buser$ or El caso.ev S E b cara '
(S UTILITIES GENERATING CF.'"* ' ' curar EnMANCHF PFAR IINIT 2 paoner CABLE TRAY HANGERS su.ner PRYtMG AC rIDA) var *~rD M PO2 ADO 402 BOLT < t
. -. 4. - .
i
- . l ATGER TRYlNG AC~r)DA) PACTDf2S . "THE. ANALYSCS L.- . "9290C 4W?$ !' WPOPP " EDf2 3'N EP&l .
l
^
-TM.1'A N.cE 6)VE FAC TPR S /. / 7 $ /808 RYSPEC nt/n% ARD i HE ANA LWES "p292A 28" 4 "PZD 7A I A)!' Poe f.9 4-IN EPSE Dib7AhlCE Y..
GIi/s =rMA urr< FAc75RS eF /> 2 & W O .- :
- / / / o ereseox>v' Nee.v.
-- - . .1 T Y.. . [5~) .NITH A PtXep ptsrANcE pstinisc7G
. 'THE. Two .BDLTS Secure!NG- A BASE .1
~N-- ANGLE, rNE LARGER 4. P/STAAJCE A
-. DETWETA) 77/cBpt.7 AvJP 77M EAIO .
1
&P 7NE BASE ANStE' /NTRO.POCEC A Sinal LEft PhiYtNG Ac 7/PA) FACTOR . '
N Foe EXAMP45 /AJ .TABJEUV./Ni-If. 77tE O -- AMALYSEs "DZP TB 9R "$"im.uc97" AW FOR '7H5 A/J/Cf52C VIPPEL 5' 301/8-01
E8ASCO SERYlCES INCORPORATED
. 7TL:m ....ths/S.r ,,,,,, 9 7,, s/
&' WV one,.
c"u"a*m,"f' f. & TO'aCCOMANCHE c *^75 UTILITIES GENERATING CO.*"*= O , _ , , CASLE TRAY HANGERS PEAK tJNIT 9 , su.ne, 7?ttYI13G ACTIDA) PACTDl?C 1=02 AAlaml2 BoLTC l N H4tilAfG SAMW BOL7 PISTANCE hA/, /^L - RUT POL UC97" w/7N ANEND DisTAA)ce .- oF /$4u) g/l/55 A LARGE)e. PkYldcr
- . .. - Ac'tipN PAcrplc of" 3,67 TWAA) 2,78 . --
- . JA)Tleopucep BY "$29789R" MRWi-- -
LAJITH .AN* 47JP Pts 74A)CE 6f 2h. /A), . O .: .
~
. -- .- ..: E.: - . _z (S.) POR THE SGUATEE Pl ATE ~S 1A.)/7H P6NR - . . -
.Y .
BOLTS , . *TNG k A R G ER. t (304.7 EDGE
.. PhS TA>JCE-, .. ME Jf/ GNC12 .THE PRY /NG- .- .-
- -. hCT-l.pN . FACTpR$ A TR & INTRDPMCSD . . --
TW0 eWAMPLM AS bHOMIN JU TABLES. IV. 3c4 3 5. ARE fittw7k2 A s r^pMO V) S: l i) SUB'7EC~ RED TO 14 MOTVIE1JT Ay2.HAU//JCr ,
~
. - . - . ... _ _. \
THE SA-tvlE BP47 P)STAA)CE 6E '/8,5!^I, ' O .. ru eeri>>e serion> rscrote 20m "b 72 TA X3!'M 095l- b1)l7H E96C PI STA-b)CE 181/641
EBASCO SERVICES INCORPORATED
., TrL-ru . ,. c)eNr - ,,,. 3 1 . , s i aw, *^ sielsk wi7, so 2 "*r- s'4e O UTILITIES GENERATING CO, "" '
3.- cu.m, COMANrWF prav ilMtv e-
, ,,,, CABLE T5A'Y N NI3 ENS' sane, PF2YlklG ACTtoA.) M ro29 t=01% ANCHOR BOLT <
--.. ..- .._ i S-.2 o /6 ,- Et/.T FGK ..MOL 4Ath)$.14//7-l{ /11/,j
~
kP4rPIITAN&.7HC FAcrog 15 ').B4 . T. 1 - ))55IBTErbrO rp $5t-ouT FpecS,!]p2pgcgit' W/. AtJ EPSE PlSTA/JCCOF 2k- ANp" POL 4A G-
}lJ/ Ahl YP.6G plSreblCE /F JT4 6-/vE. FtYtNGr. ..
-- - _M*TIWd .EACT0?s 0F 2*03f I> 93.RESPEC*TIVE?Y,.-
- L71THE.MMMVPW . 6F . APRkED J. pap. HAG '
. - - . . . . . . . =- . _ - -
. L ITT)L & L EPP5c r '. 0.M .. . THE PTY/AIG .. -
- . - - . - -.- AC ~TTOh) PACTOR . .IA) 0 7}/5)Q. JrICRD$ , . -
O . - . _ _ . - - . . T*HE RR'r'uJG Ac r/DD MACTDRG. WhfPCE.A LA4PNG 6F VARYtHCr MA6DITypES. A9c THe' sAvIr. foR
~
5He foue TYPE.K dF BASE PLATE 5 0F . M iS .IA)UG~STIW A 7'/Oh]* - - - -
'T*HE V6PIFWArtGA) 4:AblBE P6t./N.D B Y ,
vienowa rH5 MALYSTs' NOMBC/2ED : 5 ) " 9 2D l C 4~f's "p2 p3DDR ". $ 'O2D IN3F, . TABt E lV, l ; , Yi) "D29 EDG/ 'l92 PIA VN $?p25IPEV Q TABLEIV 1;
~
. L 5[] "979L.8YR " $ '929 TBVIJ ";
T A StE Ill. Z j 1 BB1/ H 1
EBASCO SERVICES INCORPORATED ov T oATE 3MgET OF ! Ib b!/ bbO'M2 "N.* IMO O caso. sv cue =T omia ylklT,lES GENERATING CD, wivimurst. t't.AK UNil g ors no enoJact CARI F TRAY l.IANnFDC
,umneT PRYIM ACTI OD FAC7o P C POR ADCHDR RnLTS
. . , . . . _ _ . . _ _ . . _2___ ! _ ___.I I! I}. _.
.. ~ lT(IW " sot.ucez, . POLL 1px2 ".4 " POL VDE Z"- -
s - _ - . - - .
-- -14BLE/Uo3.e._. . ..
J l N "l DOL-ilA4F"(D32Lvpss!2ABLE ll63. . -
.-. - ..-- -. -. .--. . -.h .e a - .. .-e -w.... ..e.
. -.- 4B). r.o.Repuc e cwlP.urtR cocT, . A EEW , . . , -
MOSE1 S Cp/YlPOSED.. DF E457V7EAJT7.M/TN _ ! E'. / cN67N 70. W LprN EA T/ PS
.).-A HAL/E. .-
LQ - _ _ _ __. _.. . ----. . $E57d L/C'2D . /A.) .'7HE AA)ALYSES, nouwvcR. , . 7HE R5PlN5D tv10 del GtVet i1/8 SM1C ... L PleYING ACTIokJ.5AC Ol2$ .. ~TV)O EXAMPLE.~5 ?. \ . . _ . .
-TO NERI T:Y THl.f FEATURE. Aee A 5. F#4&otx/f:. _
b) THE MOPEL FOR Tl/EANALYS/5' Alo,p2pl6G2 HMINt A . MA YIIMilY1 LEAWTH 79 LA)/PTN E'ATIO b5 7,6 To lip //JTABCE I.l/.2_ CF/.yES,- A. tTYtAIG ACTIOA) F%CTOR EF !-l6'; AND A FEF/AIED Q MODEL $=crR THE A ALYGI$ h)uMBETCP
. " 929 Ip oJ " HA UING A 3MAtLsR.
LEDGTH 'T0 WJDYPl RATlO AF 3 7V~TO I,9 M1/S SI
ESA5CO SERVICES INCORPORATED )
., 2TLs .,,, C'9/er ,,,,,, 4 o ,, s i e- .. ., Tss ,,,, S/pleC . ,,, 3 7/ 7 ss z ,,::: 549 eLI,es, ^^ m <^ - - - . - '
wmrumn' r. Fr.Mr\ UlTI J g ca.;,c, CABLE TRAY HANGFRR
..,,er PRYlMG AC7 rot 3 PAcTORg Poe ADcHDR BOLTC
.. . . - . _ _ , - . . . . . .. =_1 . . .
. ALSO G/ves PRYING FA C70/2 6F l lel5 3 - .. --
)
- 00 rH5 MpDEL Fpie ANALYSIC A)D " D,20 oc;T3"_ l
. .HA0HJG A MAX //GL/M 4fNf7k 79 W/PTH' ..
.K N TIO S F ~7 5 T P /. 0 #1U E'5 A PRYIDG MT tot) .FMTOR #F /, pp, amp -.
i - TdE 12EFIMEO .tv20prL. Ppt 2 "THE ...-
//
wEMTI CA L AtakWSis A10. 'P2D08 L8"
~
HAVINGr THE sty)AlLETl LCA)G7lf '7~0 k)IDTH leATIO OF / 5 "To I ALSO l GrtvES A PRYth)G ACTt0D PAC 70lt G F l. 0 t o 7"A BLE IV,2 . O l
- 8,1/941
EBA5CO SERVICES INCORPORATED
- 77b71.. . S7G/Pr ,,,.., 4 I o, si q e... o L . ,,6t>s/sr ,,,,,,_ggi7,ss 2 ..:;; r s 9 curwr - b' b wmanunr runn unu 4 W0 N' I encarer CABLE TRAY HANGERS sues,e, PrYrMG ACTl0A) PACTORS FOR AMCH0/2 6047S I I I.!
{} VERIWlCA TlDA) 0F PPY/AG AC r/0A) FACTCRS .
--.---- To VE/2f}~.Y-.WHGzHETE. THE PA'Y/A)G ACTt0N FAC7DfG
~
l PEDMME. A. CCNCERVA TWE. AVAJ //AT/DN 0F _?.- . .THh.BoLrs ANCHomHG. rf/EJASE BLATES L en ^A$)St5s ?subrecvto coSetNEP 40 AVG l A fruJ EXAMPWC N/LL BE PREM)TSD //G Y
._ nw t=osLewiris . ..na THE exAlvi?dE'S ,. THE
[ - 5 dLT TE73S/06) S $=RGM COMPUTER FfDSRAM
-- AM4LYSI VIIL L BE c 'SMPAWE'2? k)177-l HAMO CA LCuLATEs B6LT ~TBNStDAS 3rr' 1
uC/M& PKYa)G ACm0N FA-CTORS . ' ( Q L d y 6x 34 x 2'- 4 VJ / 2 BoL75 $'lc7 =976,6 6, FgotA T A T5'L c I L/ , 'I , P. l 2 , LtSE PWr'/N& ACT!Gid FACTOR S FC(% k7= 976,6 l'//dr Cl t = I, l'3 , 0 2 = ls99, d 3= lo /G WOid . [PVF'MTCl2 i Af'UT $f ~f 0 ff &O, "Q2 Q Q @ f"f 'Gfk O' TA6LE IV,2
*Mx = l 7,P'IS~,! tc-i^, y1pggo v-!^J d F1 :=2.p K cl s = 2 8- 5 x 2 = 7 2, '^I > h =/.71"'^I b= 6.
981/8 89
EBASCO SERYlCES INCORPORATED 8,7TLru O,,, n's/PP ,,,, 42 ,, 5/ G CHKD.SY cu N, DAT, TEXAS UTILITIES GENERATING CO. OF8 NO.- # M .' pao;ect f9 TEN 5NNNRs
,u.,,e, T(tYIN G Ac riord FACrcR$ PP(L AUCH02 BOLT $
. _ . . _ ._. __.._... Il '.1 ._
~ ' ~
l
~
~~~
. BY HAIJp CALCUL IQAJ , . .
. - -- y , _. _ --. --g" . -- . ._ .. ..-
_I&=Q;;2a2 -f-612.. ot , -l- C? j ;_ 9 g.,, _
= l,/3 I2'O -(- /,99 33' - f. /, /O r N2 -
_ _-_ _._ . 2xt,7.7 . 22. . 2x /,7f- - TA.= 74,4 3 k
~
[. 3 } -. FROM COMPUTC~TL *?P0Gl?AIVI talJ4 LYSIS' A)o.
"D 2 D V S P 3 " , P / E , __
G . _~T = / 4, 04 #< l 6,. Ng,,
~
.-. ( 2.) L & v G v S,4 x o'- 9 v)/l SOLT $ Wr= B63,7 W/td l F10M ~ TABLE 2 SECT ll , US5 ~THE PRY /4G AcriotJ 1 FA C70 (2 S PC R WT= 469,5* Wir), l 0I= I,10 , G 2= I<// tif di: /,94 Y90M COMPUT67% IA)PU7' 6F JOB A)O, CMic VCA7ER TABL'E I V. Z, P 21, Mx == l. 7 5 * "if /Vf =27.6"'"[fy I,o K d t=4,5'N , d2:/, 7.r!^I 2l1 5 : f / ^ J BY HAlJP CAL Cu.4 ATIOh] '
Tg = ai M *' + a 2 % + 93 % di di dz 981/841
EBASCO SERVICES INCORPORATED ev U T oars SmaarM or 6/ /~' cano ev T I b oara shWW ,,,,,, M g , g 2 g p g g ' curar %l TIE _S GENERATING CO, _ vvmru n,n t PC.M UNIT 2 m aaer CABLE TRAY MANorDC su ,,,er PRitNG ACTI00 FACTORS FOR CHDR pol-TC I!!_.... ._ . _ kN I,iO IiT5I'W h.5[1 4.5 -
? '# -hI$05.T'1M = ll 53 Y . . .
f=20M C0M7UTE1R 7RoGRAlfL!ArtSYS!! AA)Apr1if
- . . -_.._ -J05_OC.#CIAJ C VCA I ') _ -_. _. ___ - _. _ _. _
~
L r = 9,92 r z~74 ~~ rk . 7 (3) Ft. I Y 74 v 24 W/4 BOLTS 8 WT= 2 BB 8 V/ki, - O~ FRotVI TABLE 3, ECT. 2T, THE PPYING ACTIO . F: ACTO RS .ARE - G s = 1. 2 2 , 0.1= lN 2 , . A 3 = /. 33 PROM COWIPUTER lb)PUT GF~ JOB AIO. 20l 0CG 7'I O R TABLE ll/,3 , P,24, Mx=4 Z,9f~"$ Fr= 5.4 3 8 #
~ '~
d= 105 /d 3Y H AMP cALcu LAT I Did ; . . _ .
' T4.= Ct i f ,g Tl.N3
=3,73 #
[ + d 3 h = 1.22 o ve m c,n u m reos u m w s w i w e m m n c. " n o t o c a r ", T= 2,4 9] < <" Ix 501/941
. me, O RELt I lisy a 5.P L 4!/86 ESASCO SERVICES INCORPORATED mep3% yTLv.dh2/6(,
,, r rLru ,,,, s~/9 /2t' ~ar 4L ., 5/
549c'G:l h '""" "' cueur
-Tw-,,,,,6/lofElitAas UTILITIES GENERATING CO ,, . 3B'l7,002 C0YmCHE PEAK UN!T 2 j
PROJECT CABLE TRAY HANGERS su m er PRWJG A C~rwAi XAC~rDPS PDR M CH62 204.~r% i .Li , ! i i ;_1 i ! i l I i ll ! ll !_ l i i i Lf )_ PItb Y JG ACTl0' A FAC~roRSI PCR IAPPNlCA IC& ! ' i l t L I l _!_ p-l4 . . l BASERdtJ y _EVA{L/AT/P&LiblSueSer to )AE$) AL
. _ -s - - -
I- - - r
. _ ._ a >
a_. !
.... 2 ,._KT; ISLCD$2AtPSP ~7Hk5 ' Th'E. FRY ///G ! '
._J 6
l . i>l : i t ij ' .ai 1 l Ac Tl0MJACfD(2L:P>stkiv5b : . . JRjeolvi A-9ELWSE5h:_ . ; , . ; : i '
..:.._. . . _ . . . _.! .L________ .194 ._t ___
LISnJ G THE.. AA 2c=Es 7' SPRIA3 G. . Con c;TA M_T.. FOR.
-- u _._ _ _ .. .. L _ ; _ 1
.QNE tX2E_.DF l804*Ty CA .-- A) iBE_CONSERVATNEf Y
_Q~
, -. (. -.., .; __
1lS5.W :Th.KI/AP-/AZE- TM4_T_i." TYRE $F L ---- : _- _ BoL-T . ANCH0R/Al6 _TNG~ P0(J(2 /V)o 57' tutpit-Y
-- ..J 45'P.2hs E~.'PLA-TES- Alap.. ADGLES AL ..
LI$5E.D Ib.50BGEC110 )$.h5b$Ih5 _ _ . _ . _ . . _ _ _. .... _. ._L_.._._..__. _ j l THE S PRIM-.C PASTA-Atr.s U sE'? sO. -- - ..-
. PETERMltJ E THCfi2Y/NG. AC7/OA l_.
. - - . . FAcrot:eS Port. . AR*PLI 9A TL CA).- A-WEE ..-. - .. . ..
~ ~
-_([] 57 .= 4 S I.. W /in p 0 k I I.LI k k [ T 0l=
0 - H l LT \ V t^) \ \< A 9D S U PER kW II< . BOLT 5 y Ei) k' r = 2'200 #ll^J Y FOR -l " N' WICHiv10t J D-381/8-41
. . . = . . = -
l EBASCO SERVICES INCORPORATED
- TTL1u ,,,, C/9/ec ,,,,,, 4 s , s i e . .. ., ns ,,, 5/niss ... 89/7,002 ~::: 549 s cm,,, wAs gigTIES GEN,ERATING CO. _
wmnnunc rcim um s 4 paoa,c, CABLE TRAY HANGFRR su.a e, P'tYlAG AC-rtoto FA-C7DRS POR AucH02 804.75 I Ib _ . _ . _ .
. ~lMS'ER7 5 3 . . - .
1110 - . . -KT = 8 5~60 .Y//M .FOR . I b. ,,k .R'l CHMOUDA . A JJSETE TS.. .. HF 'P'RYlb)6.YAC7L O^-)FAC TORS FOlii' EVALUATING
~
T~HE BOLTS A)JCHORIA) Cr THE FOUR MoS7 WIDCLY_ Q - . . . -.
.LL4NT'> EASE AO CTI E5 A U D PL ATE 6 AttE~
_? 4:'UM M A r< / 7 F t> A6 FO LL Ot4/ 6 - _
- h. BASE AMGLE WITH "rWe BOL TS --
I) H I L T I 9 su ? E te. w t i< Bo t.T S -%7 =' 4 6 /. W/M . Fori di= Zl[/AJ A edd. //J . i
.4 9 x 6 x /+ HA4 : LAkses T FAc7pg5 G u = l,1l , Ar=2,00 W A 7: I 08 -TABLE /V,le 4 6 y6 y b HAS LARGEET PAcrog'5 0 1 = 1. 09 i Q2 = /> & 9 $ Q 5 = I,06 - 7AELE/Vo l b Fog cA t= 21. //J gil 6 = / 4# m. ~
- 4 6x 4 y3.4 NAs /-A1 aft 57 FACTOR's GLs= I,i2 , A ,. = 2 , 0 0 $ Q 1= I,09 -TA6!EIV(Uk, Q
THUS, USE THE Poll.WJ10G PACTOR5 FOR AffucArioN: FOR 4 9sb w k, On= l 12 i 0,.=2,00 6 @3=/iO9 c:oe A G v4 x9A > G t= 1, 0 % Q1 = l. 6 9 .if 03 = 1. 0G 88 /641
ESASCO SERYlCES INCORPORATED ev T TI Ill ..ru 6d8/87 anaer.d/at or 8/ cano.sv d f 4 o^75
# NJTILITIES GENERATING CO, *""*- '
cuany COMANCHE PFAK UNIT 7 CABLE TRAY HANGERS suener PRYtAlG ACTfDA] FACTORT P&R ADcHoe BOLW
. .- -- .- w - ..
Nii) A & ICHTfl0JJO tr)S5TETS - l<r Y B ?AA) - F0R. d:=2./.IA) A 2= k lN . .?_ d6x6x34 NAS t/uesesT PAC-roks -.
%=.1. 2 3 , . gn= 2,98 sif a2 = I,19- TABLE /W l.L._.
. _ _ . . . JGxfx 3A HAS~ 4ARGEST FACTOR $ .-
. O s =J. '2 I ., G z.= L M % .Qs= l,1fe,- rASWIV.If ..
.POR' 0;=2/./N $ f=lS4 /A) 4 6 x 6 xk HM Urdrs7 FACTOR S . .-
QI=l.?7 G,.= 5.01 9f Gs: t.2 3 ~7ABWIM/z. O A G v4x'4 HA S LAerrrGT WAc 0 R FRbly? Co mpuTE R:. ANA LYSI S > . .. . .
? l C. 1 = 2',er ? " T h B l. E I V 1 \
l 5Y P'RG1'DR Tt 0)J /A)Gr To 7/fr RA TIO & F
~
l ~~~ Zdi)sh7s ei-/5.# /g.z.) wfry e 27{ ; A (= /, 2 l.X .$', = /,2 6 $ Q3= l .16 x 22 ',4 = / ,2 I rHu.S, U6E -THE FouoW/AIG FACTOR.C-FDR.APPUCA'M4 1 l~ ort 4 8 Y 6 x 54 0 ._. . J'o re A G x 6v 34,, GA n s ==I.27',G I.26 G , =2,76 2. = 3.07 4 O tA Q g = 1.23
= 1.21
-du'*= . h 381/049
...._ __i.
' ' ~ ~
'.__...-~L.J'... , , . _
EBASCO SERVICES INCORPORATED BY DArE asegEr OF
*""* ** *^'"
TILITIES GENERATING CO, *""*- cuany COMANCHE PEAK UNIT ? CALLE TRAY HANG R3
.u.,,er PRYtAIG Ac r *pA) FACTORS ~ FOR AA)CHD2 BOLTS l
_ _ . . _ . . _ .. _ . . _ . . _ - . _ : __p )
? I .lll) l [ k lC HIV10 AJ O J A)SERTS -K7 =~ 2fD. W/$s). .-
70% d.s =.21,IlJ d b = 3h . A6x6x34 HAS /-ARGE57 PAG 7DRS _ . _ . . ._.Qa=I.20 A z. = 2 6 l .. $ . A'3 = l,i G, - TABLE /Va /$ t
. _ . . A 6x4x & HAS LAkGE57 /=ACTokG --.
.a o = l., IB, A z= 2 3/ if G3 = /> / 3 - TABlElVi l$
~
? t=bR 4: =pl. /N JW 6:l54 A 6.V6 e 34 HAS /ARGEET PACTSRS
.G t =/,7 3, Q2= 2.68 8 d S= /, If- TABLElV, /$
O UGIAld "THE 12ATl0 $ $F THE p= ACTOR T F;0 ft /SBv6 y34 y.)lTH 8 = 3 k t( C = / 3,4,
.~T"G. PERn/ E SA-erpR'S p=pR 4 4 x & x 34 I
_.--.0. n = l, I 8 x ,',*h = l.' I 8's I. .a 3 = J. 2 2 ? _ M2.= R.'3l v [.ge, = .2,3 /w /,os =.2 'FB i_ 0 5 = l . / 3 y ,'I ,', = } I'by / 0 3 = I , I (o THt.ls, l tSE THE PoLLOMilMS FAcroRC Pord APPldCATIU): 1=0R 4 8 x G S. B.4, Ch = 1 *ZS G1 =2.8 8.f As= 1.19 Vo(E 4 G v G y A F ., A =I.22 G 2 =2,18 $d s=l I & 4 THE PPYtM G AC T10 A) FACTG R s' F0ft A 4xdx 3A Dm -. ARE CoMS'cftvAr/t/CLY APOPTm rp
.- EL/A LLAA rt AhlCHs.R Botr.T S5Ct,4 Risl& .
. A S x C y 34-i Nt/8 41
. _ _ . _ _ _ _ . . . . . _ _ _ . . . . _ _ , _ _ _ _ _ _ _ _ , _ . . _ _ _ _ _ _ _ _ . . . _ . . _ , _ , . . . _ . _ . , _ . _ _ . . , _ . _ . . . - , _ . , _ . . _ . ~ _ .
EBA5CO SERVICES INCORPORATED
,,2TLTu ,,,, Sheler ,,,,,,_4 & ,, 5 i l cano..v Ed o"75 hdTILITIES GENERATING CO, "*" '
'E O-, co ^"c"e "eax CABLE TRAY HANGERS
""'r su ,,,er
'PRYltdG Ac-ri9& A4c r n2*!i l=0 R A M CHoR BOLTT l- -.
. B. BA6E 4)JGLE W ITH oME BOLT .
l 1 THE LARSE67 FACTORC ARE .suMMARin p _ !
. A4 FOLLOW S r .
l l
-... 1) H IL T I 4. SUPER hv)Iik BOLTS-2r = 461. '%
- t=0 FE 4 6 x 4 x & , (TABLE' /l/s 2 b1 .
O s = I, I l ct s. = 1,15 .ti( G 2 = /, 0 8 Forc d G y Gx *3 4 , (TA BIES IV. 2R $ 2 b ) an= l. IO A1 = l, II GQs = 1,64 O ll) Ik 4 plcHMOA)O JAME/PT -lCT= 0 COP. f/IA)
~
E. Vore 28xfo y34 , &ABLE IV.2e j
.- d t = /,26 A2=l,47 ff 01: /,15
-. FOR d6K(ox k , (TABLE /J/. 22.)
- - . - . .... A s= 1.19 Q2= /,56 .% 03: /,t2 .. .
ll) I k VICHMGtJD IMEI?T - IC7 = 2200, WAA) fos? d6 x 6 x k > drA 6L e ll/. d i= /, /7 42= /. >' f .jf d3 : /, /2
$=pe 16x & xk > (TAB 4EllA . . - .
A:= / /6 d2 = /,47 4. 0 g= /, //
' 0 4 rH E PRYtu& AC7/pA) FM~rpff.Pp/2 4 dx6t-51 AR E coq sSTt VA7N5~4 Y APOPTE7> ~re EVA 4 uAf TE A /JCH01C BELTS SEcul2tAJ G Z Evs VI4-901/8-01
EBASCO SERVICES INCORPORATED
,, ~~T TLru ,,,, &/2Wes- ,,,,49 ,, si l cuo.av8 R A oara JTILITIES GENERATING CO, '"" ## 'E 9 COMANCHE PEAK UNIT 2 O- Cua r PROJECT CABLE TRAY HANGERS SU BJECT Y! b b O i I
- p. .
_. . : 1 _ C. Tt I v 24x 24 inirH fone B64 rS .. 1
.7HE LARGEST FACTORS ARE SUMMA-721%ED . -
AS F9LLpK)S- - IlHlLTl :Et huPER kwlic BOLTS- Wr=hdlIW
..- . (TA B LE /l). Ba) . .. __
. $L g = I. 2 2 __ p g = f, 7 2. _ j G s = _ j, g o _ _.
) lb k $ticHiv7 palp JNsERT - 7= WO W/A) .
(TA BLE IV. B C)
.0.1 = 7*/6 . Gt 2.= Z. / G A As=709 O
iii) I k RICH M0 Mp /A) SERT . k*r =220A Edr) (TA2!rt2 /V.3c) . _ . . . . As=I.95 C+2= t . 95 f.as=t.90 . u- w
- w. e we M.' e 4 .-W & 6 --
ee g 9 __.}}