Full-scale testing of New York World's Fair structures. volume II, The Rathskeller structure (1968) / Chapter Skim
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Pages 57-112
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APPENDIX B T a b l e s -- D e t a i l e d Test Data
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APPENDIX B L i s t O f Tables Table No. Contents Page No.
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TABLE B-1 - COLUMN REINFORCEMENT SCHEDULE Column No. Column Size, *
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TABI£ B-2 - RIB REINFQRCEMEaiT SCHEDULE EAST-WEST DIRBCTIQM NORra-SOUTH DIRBCHOH 51 52 53 5U 55 56 57 58 59 60 61 62 65 61*
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TABIE B-5 - BEAM REIHFCECEMEUT SCHEDUIE Size Rein forcement Stirrups Remarks Mark* Width X Depth, i n .
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TABLE B-k- - COLUMN STRIP REINFORCEMENT SCHEDULE NORTH-SOUTH DIRECTION Mark*
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TABLE B-5 - COLUMN STRIP DIMENSIONS Mark* Column Lines at Eaeh End of Span Column Line Along Longitudinal Axis Width*
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TABLE B-6 - PROPERTIES OF REINFORCEMENT Bar Y i e l d Ultimate Size Stress, Stress, No. k s i k s i 11 42.0 83.3 11 41.1 81.4 11 43.7 83.3 11 41.2 79.5 8 50.7 79.8 8 41.8 77.7 11 39.2 79.5 11 40.0 82.4 11 43.2 77.6 10 42.7 79.8 11 41.3 77.2 11 42.6 76.6 8 50.0 80.4 8 42.0 76.5 Specimen Location Bar Size No.
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TABLE B-7 - PROGRAM OF LOADING FOR TEST I Load No.
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TABLE B-8 - PROGRAM OF LOADING FOR TEST I I Load No.
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TABLE B-9 - PROGRAM OF LOADIMG FOR TEST I I I Load No.
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TABLE B-10 - LOADING SYSTEM HYDEIAULIC PRESSURE DURING TEST I Pressure, ps L Load No. Pressiare, p s i Load No.
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TABLE B-11 - LOADING SYSTEM HYDRAUUC PRESSURE DURING TEST I I Load No. Pressure, ]
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TABLE B-12 - LOADING SYSTEM HYDRAULIC PRESSURE DURING TEST I I I Load Pressure, p s i Load No. Pressure, p s i No.
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TABLE B-I7 - MEASURED DEFLECTIONS FOR TEST I Def lec t ion i n inches*
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TABLE B-17 - MEASURED DEFLECTIONS FOR TEST I Deflection in inches*
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TABLE B-17 - MEASURED DEFLECTIONS FOR TEST I Def lec t ion i n inches*
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TABLE B-17 - MEASURED DEFLECTIONS FOR TEST I Def lec t ion i n inches*
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TABLE B-17 - MEASURED DEFLECTIONS FOR Def lec t ion i n inches*
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TABLE B-17 - MEASURED DEFLBCnONS FOR TEST I Def lect ion i n inches*
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TABLE B-17 - MEASURED DEFLECTIONS FOR TEST I Deflection in inches*
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TABLE B-18 - MEASURED DEFLBCGIONS FOR TEST I I Deflection in inches*
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TABLE B-18 - MEASURED DEFLECTIONS FOR TEST I I Deflection in inches*
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TABLE B-18 - MEASURED DEFLECTIONS FOR TEST I I Deflection in inches*
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TABLE B-18 - MEASURED DEFLECTIONS FOR TEST I I Deflection in inches*
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TABLE B-18 - MEASURED DEFLECTIONS FOR TEST I I Deflection in inches*
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TABLE B-18 - MEASURED DEFLECTIONS FOR TEST I I Deflection in inches* Loaiq LoadJ Location Nvanber No.
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TABLE B-l9 - MEASURED DEFLECTIONS FOR TEST I I I Load No.
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TABLE B-19 - MEASURED DEFLECTIONS FOR TEST I I I Deflection in inches*
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TABLE B-19 - MEASURED DEFLECTIONS FOR TEST I I I Deflection in inches*
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TABLE B-19 - MEASURED DEFLECTIONS FOR TEST I I I Deflection m inches* Load Load, Location Number 40 41 42 43 46 47 55 56 57 61 1 1*
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TABLE B-19 - MEASURED DEFLECTIONS FOR TEST I I I Deflection i n inches*
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TABLE B-19 - MEASURED DEFLECTIONS FOR TEST I I I Deflection in inches*
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TABLE B-20 - LOCATION OF STRAIN GAGES ON CONCRETE Gage No.* Location 1 1" North of line C
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TABLE B-21 - LOCATION OF STRAIN GAGES ON REINFORCEMENT Bar Concrete Gage Size Cover, Location No.*
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TABLE B-22 - MEASURED STRAINS FOR TEST I Strain in Millionths*
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TABLE B-22 - MEASURED STRAINS FOR TEST I Strain in Millionths* Loac No Load, psf Gage Number 1 2 3 4 5 6 7 8 9 10 11 12 13 16 540 -130 -75 +l4o -100 -600 -30 -220 -180 +4o -100 -240 -95 -570 17 566 -l4o -80 +l45 -105 -635 -40 -230 -185 +4o -105 -255 -100 -600 18 605 -145 -90 +150 -115 -680 -40 -250 -185 +4o -110 -270 -110 -640 19 645 -150 -95 +165 -130 -730 -50 -260 -185 +190 -110 -295 -120 -695 20 0 -30 +20 460 -20 -330 -5 -80 -l4o +165 -70 -85 -30 -200 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 658 -130 -no +95 -110 -530 -35 -190 -130 +30 -55 -215 -105 -700 23 763 -l4o -125 +125 -150 -585 -70 -230 -135 +35 -65 -270 -l4o -865 24 843 -155 -130 +l45 -185 -560 -100 -265 -l4o +4o -70 -305 -170 -1045 25 895 +240 +135 +105 -260 -100 -290 -220 -120 +30 -50 -280 -845 / 26 579 / / / -85 +3780 -620 -270 -90 +60 -20 -365 -1420 / 27 474 / / / -250 +340 -780 -290 -90 f90 -20 -430 -1710 / 28 0 / / / / -2165 -740 -200 -85 +65 -10 -320 -1695 / J/.
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TABLE B-22 - MEASURED STRAINS FOR TEST I Str a i n i n Millionths*
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TABLE B-22 - MEASUEED STRAINS FOR TEST I Str a i n i n Millionths*
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TABLE B-22 - MEASURED STRAINS FOR TEST St r a i n i n Millionths*
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TABLE B-22 - MEASURED STRAINS FOR TEST I Str a i n i n Millionths*
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TABLE B-23 - MEASURED STRAINS FOR TEST I I St r a i n i n Millionths* Load Load, Gage Number no.
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TABLE B-23 - MEASURED STRAINS FOR TEST Stra i n i n Millionths*
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TABLE B-23 - MEASURED STRAINS FOR TEST I I St r a i n i n Millionths*
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TABLE B-23 - MEASURED STRAINS FOR TEST I I S t r a i n i n Millionths*
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TABLE B-24 - MEASURED STRAINS FOR TEST I I I S t r a i n i n Millionths* Load Load, Gage Number No.
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TABLE B-24 - MEASURED STRAINS FOR TEST I I I S t r a i n i n Millionths* Load Load, Gage Number aO • ps i 16 17 18 19 46 47 48 49 50 51 71 72 75 - - - + - + + + + + + + + 15 140 100 80 20 285 50 245 250 240 520 190 280 346 - - - + - + + + + + + + + 16 543 150 110 90 15 280 35 260 270 245 530 210 500 280 - + - + + + + + + + + 17 583 16?
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TABLE B-24 - MEASURED STRAINS FOR TEST I I I S t r a i n i n Millionths*
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TABLE B-2i+ - MEASURED STRAINS FOR TEST I I I S t r a i n i n Millionths*
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TABLE B-2k - MEASURED STRAINS FOR TEST I I I S t r a i n i n Millionths*
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TABLE B-24 - MEASURED STRAINS FOR TEST I I I S t r a i n i n Millionths*
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TABLE B-25 - SECTION PROPERTIES IN COLUMN AREAS Column No. Average Concrete Thickness, i n .
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