Full-scale testing of New York World's Fair structures. volume II, The Rathskeller structure (1968)

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APPENDIX B T a b l e s — D e t a i l e d Test Data

APPENDIX B L i s t O f Tables Table No. Contents Page No. B-1 Column Reinforcement Schedule B .2 B-2 Rib Reinforcement Schedule B.5 B-3 Beam Reinforcement Schedule B.k B-U Column S t r i p Reinforcement Schedule B.5 B-5 Column S t r i p Dimensions B.6 B-6 Properties of Reinforcement B.7 B-7 Program of Loading for Test I B .8 B-8 Program of Loading for Test I I B .9 B-9 Program of Loading for Test I I I B'.IO B-10 Hydraulic Pressure During Test I B . l l B-11 Iftrdraulic Pressure During Test I I B.12 B-12 Hydraulic Pressure During Test I I I B.I5 B-13 E f f e c t i v e Area of Rams B.lU B-lU Measured Ram Loads for Test I B.I5 B-15 Measured Ram Loads for Test I I B.I6 B-16 Measured Ram Loads for Test I I I B . I7 B-17 Measured Deflections for Test I B . I 8 B-18 Measured Deflections for Test I I B.26 B-19 Measured Deflections for Test I I I B.52 B-20 Location of S t r a i n Gages on Concrete B.38 B-21 Location of S t r a i n Gages on Reinforcement B.59 B-22 Measured Strains for Test I B.1+0 B-25 Measured Strains for Test I I BM B-2k Measured Strains for Test I I I B.50 B-25 Section Properties i n Column Areas B.56 B-26 Shear Cone Angle with Horizontal B.57 B . l

TABLE B-1 - COLUMN REINFORCEMENT SCHEDULE Column No. Column Size, * in.x l n . Reinfore ement** Column Coliunn S i z e , * i n . x i n . Reinfore ement** Nxaiiber of Bars Size Niomber No. Number of Ears Size Nvunber AB5 I8xl8 8 6 C6 26x26 8 8 AB4 20x20 8 11 D2 26x26 10 11 AB5 20x20 6 11 D3 26x26 10 10 AB6 20x20 6 10 D4 26x26 8 11 B3 20x26 10 11 D5 26x26 6 10 Bk 20x26 10 11 D6 26x26 6 11 B5 20x26 12 11 E 2 12x26 6 10 B6 20x26 8 11 E3 12x32 8 11 C2 26x26 8 10 E4 12x24 8 11 C5 26x26 8 9 E5 12x26 6 11 Ck 26x26 8 9 e6 12x26 6 9 C5 26x26 8 8 side of building. ** Bar arrangements are shown i n F i g . ?.

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* 65 Bott. Reinf. Straight I Bent 1 No.7 1 No.10 1 No .7 1 No.8 1 No.5 1 No.8 1 No.11 1 No.7 1 No.10 1 No .7 1 No.8 1 No.11 1 No.7 1 No.10 1 No.7 * Rib «* Top 1 No.8 1 No.10 1 No.7 1 No.9 1 No.5 1 No.9 1 No.11 1 No.8 1 No.10 1 N0.8 1 No.8 1 No.11 1 No.7 1 No.10 1 No.7 Ada. Top Remf. 2 No.9x22•-3" a* l i n e 2 1 No.7 at l i n e 2 1 NO.11x22'-3" at l i n e 2 1 No.6 at l i n e 2 1 No.6x22'-3" a t Une 2 2 No.10 at l i n e 3 1 No.7 at l i n e 3 2 N0.9 a t l i n e 3 1 No.7 a t l i n e 3 2 No.10 a t l i n e 3 2 No.11 a t l i n e h 1 No.7 a t l i n e 1* 2 No.9 a t l i n e h 1 No.6 at l i n e k 2 No.10 a t l i n e k Mark 66 67 68 69 70 71 72 73 71* 75 76 77 78 79 80 Bott. Remf. Straight I Bent 1 No.8 1 No.11 1 No.7 1 No.10 1 No.7 1 No.8 1 No.11 1 No.7 1 No.10 1 No.7 1 No.7 1 No.10 1 No.7 1 No.8 1 No.7 1 No.8 1 No.11 1 No.7 1 No.10 1 No.7 1 No.9 1 No.11 1 No.8 1 No.10 1 No.8 1 No.8 1 No.10 1 No.7 1 No.9 1 No.7 Add. Top Remf. Mark* Bott. Reinf. Straight 2 No.10 a t l i n e 5 1 No.7 a t l i n e 5 2 No. 9 a t l i n e 5 1 No.7 a t l i n e 5 2 No.lO at l i n e 5 2 Ho.9x22--3" a t l i n e 6 1 No.7 a t l i n e 6 1 No.11x22•-3" a t l i n e 6 1 No.6 a t l i n e 6 2 No.9x22'-3" a t l i n e 6 9 10 1 No.lO 1 No.11 1 No.8 1 No.lO 1 H0.9 1 No. 11 1 No.lO 1 No.8 1 No.9 1 No.7 Bent 1 No.lO 1 No. 11 1 No.lO 1 No.11 1 No.lO 1 No.11 1 No.11 1 No.8 1 No.9 1 No.7 Add. Top Reinf. 1 No.10x19'-3" a t l i n e D 1 No.9x19'-3" at l i n e D 1 No.11x19'-3" a t l i n e D 1 No.10x19'-3" at l i n e D 1 No.11x19'-3" a t l i n e D 2 No.9 a t l i n e C 1 No.11 a t l i n e C 11 12 13 ll**» 15** 16 17** 18 19 Bott. Reinf. Straight 1 No.8 1 No.8 1 No.7 1 No.8 1 No.9 1 No.9 1 No.8 1 No.lO 1 No.11 Bent 1 No.8 1 No.8 1 No.8 1 No.8 1 No.iq 1 No.9 1 no .9 1 No.lC 1 No.U Add. Top Reinf. 1 No.11 a t l i n e C 1 No.11 a t l i n e C locations are shown i n Figs. C-1 and C -2 . reinforcement i n ill-, 15, and 17 extended 2k diameters past B7, B8, B9, BIO, and BU.

TABIE B-5 - BEAM REIHFCECEMEUT SCHEDUIE Size Rein forcement Stirrups Remarks Mark* Width X Depth, i n . Bottom Top Size Spacing B 1 28x30 k Mo.9 1+ No.11 tfont No.If From l i n e 3» 1 a t U", If 1+ No.11 at l i n e 3 a t 8", balance a t 12" B 2 28x30 9 No.11 8 No.11 No.If 1 a t 21/2", 3 a t 5", U 2 N o . 1 1 x 3 e x t e n d e d beyond bot.layer top layer a t 6", If a t 9 ' , 2 a t f a r face of l i n e 3 6 No.11 bent up a t l i n e U 2 No.U 1+ No.11 12" EE,b41ance a t 12" top layer bot.layer at l i n e 1+ B 3 28x30 9 No.11 11 No.11 No.If From I fAB, 1 a t I f " , 8 6 No.U bent up a t l i n e If a t 5 A3 a t 7" Prom 5AB, 1 a t 3", 6 at If 1/2", 6 a t 6", 7 a t 7", balance a t 12" B k 28x30 1 No.11 10 No.U No.If 1 a t 3", 6 a t 5", 6 a t 7^/2", 3 a t 9" EE, balance a t 12" 2 bars 3'-ff' extended beyond upper layer 9 No.11 bot. layer a t 6 AB far face of columns 6AB and 5AB 1 B 5 28x30 9 No.11 k N0.7HK No.U From 6AB, 1 a t 3", 3 1 at w a l l at 6", 3 a t 8", 1 a t 12", balance at 12" i 1 1 B 6 U No.5 Btr. 6 No.9 No.3 12" on center Top bars extended 3'-ff' past j 1+ No.5 bent at l i n e 2 w a l l into B7 1 B 7 1+ No.11 s t r . 5 No.11 bent 10 No.11 at l i n e 3 No.3 12" on center 3 No.U s t r . | ^„ ^g„ 3 No. 11 bentj B 8 6kx2h U No.11 s t r . 12 No.11 No.3 12" on center 4 No.11 bent a t l i n e k 1 B 9 1+ No. 11 s t r . 10 No.U No.3 12" on center 1 j U No.ll bent at l i n e 5 B 10 6ky2h 5 No.11 Btr. 10 No.11 No.3 12" on center 5 No.11 bent at l i n e 6 B 11 6kx2h If No.11 s t r . No .3 12" on center 1+ No. 11 bent B 12 6 N0.7 3 No.7 a t l i n e 1 6 No.11 at l i n e 2 No. 3 12" on ranter B 13 1+5x303/8 6 No.8 7 No.11 No.3 12" on center a t l i n e 3 B ih 1+5X 30=/g 6 No.7 6 No.U No.3 12" on center a t l i n e k B 15 l+5x303/g 6 No .7 6 No.11 No.3 12" on center a t l i n e 5 B l6 1+5x303/3 6 No.8 6 No.11 No.3 12" on center a t l i n e 6 B 17 1+5x303/3 6 No.7 3 No .7 No.3 12" on center a t l i n e 7 * Beam locations are shown i n F i g . C -3- B . l f

TABLE B-k- - COLUMN STRIP REINFORCEMENT SCHEDULE NORTH-SOUTH DIRECTION Mark* Bott. Reinf Straight Be.it EAST-WEST DIRECTION Add. Top Reinf. Mark Bott. Reinf. Straight Bent. Add. Top Reinf. S I S 2 Sji S5 S6 S3 h No.11 2 No.11 k No.11 3 No.11 1 No.10 1 Ho.8 1 No.3 1 Wo.10 5 No.11 3 No.11 k No.11 k No.11 1 No.10 1 No.8 1 No.8 1 No.11 k No.11x19'-3" at l i n e D 2 No.11 at l i n e C Top bars extended 2k diameters past B7,8,9, 10, and 11 1 No.10x19'-3" at l i n e D 2 No.9 at l i n e C 1 No.11x19'-3" at l i n e D S l l SI2 S13 Slh S15 Sl6 3 No.10 3 No.11 3 No.10 3 No.10 3 No.11 3 No.10 3 No.10 3 No.11 3 No.11 3 No.10 3 No.11 3 No.10 6 No.11 at l i n e 2 8 No.11 at l i n e 3' 8 No.11 at l i n e h 8 No.11 at l i n e 5 6 No.11 at l i n e 6 * Column s t r i p locations are shown i n Fig. C-3. B.5

TABLE B-5 - COLUMN STRIP DIMENSIONS Mark* Column Lines at Eaeh End of Span Column Line Along Longitudinal Axis Width** of Column S t r i p , i n . Mark Coliann Lines at Each End of Span Column Line Along Longitudinal Axis Width of Column S t r i p , i n . S 1 D-E 2,6 3,l+,5 48-1/8 39-3/U S 11 1-2 C D 3I+-7/8 41-7/8 S 2 C-D 2,6 3,4,5 48-1/8 39-3/1+ S 12 2-3 C D 34-7/8 41-7/8 S 3 B-C 2 48-1/8 S 13 3-4 C D 3I+-7/8 41-7/8 S 4 B-C 3,l+,5 6 39-3/4 48-1/8 S l 4 1+-5 C D 34-7/8 41-7/8 S 5 D-E 1 9 S 15 5-6 C D 31+-7/8 41-7/8 S 6 C-D 1,7 9 S 16 6-7 C D 34-7/8 41-7/8 S 7 B-C 1 9 S 8 D-E 7 9 ** A l l column s t r i p s 24 i n . o v e r a l l depth. B.6

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. Y i e l d Stress, k s i Ultimate Stress, k s i Specimen Location 2 3 5 6 7 8 9 10 11 11 11 11 9 11 11 11 9 11 11 11 11 41.1 40.4 40.9 42.0 51.0 40.9 39.5 43.5 55.6 43.7 42.8 44.2 44.5 78.2 76.3 77-9 82.4 79.2 81.7 76.9 83.0 100.3 83.0 79.8 81.7 82.7 11 12-13 14-15 16-17 B.7

TABLE B-7 - PROGRAM OF LOADING FOR TEST I Load No. Time Hrs . :Min . Type of Loading I n t e n s i t y of Applied Load, ps f 0 - Dead load of s lab and loading equipment;225 p s f 0 1 0:00 F u l l dead load hi 2 1:30 l / 4 l i v e load + dead load 121 3 2:00 1/2 l i v e load + dead load 194 1̂ 2:30 5/8 l i v e load + dead load 231 5 3:00 3/4 l i v e load + dead load 273 6 3:25 7/8 l i v e load + dead load 310 7 3:55 1 l i v e load + dead load 346 8 4:20 Dead load of s lab and loading equipment 0 9 5:40 1 l i v e load + dead load 342 10 6:10 I - I / 8 l i v e loads + dead load 382 11 6:20 I - I / 4 l i v e loads + dead load 421 12 6:40 1-3/8 l i v e loads + dead load 461 15 7:00 I - I / 2 l i v e loads + dead load 500 Ik 7:25 Dead load of s lab and loading equipment 0 15 8:05 I - I / 2 l i v e loads + dead, load 500 16 8:25 1-5/8 l i v e loads + dead load 540 17 8:35 1-5/4 l i v e loads + dead load 566 18 8:45 1-1/Q l i v e loads + dead load 605 19 8:55 2 l i v e loads + dead load 645 20 9:15 Dead load of s lab sind loading equipment 0 21 20:35 Dead load of s lab and loading equipment 0 22 20:45 2 l i v e loads + dead load 658 23 21:00 2-1/3 l i v e loads + dead load 763 2k 21:20 2-2/3 l i v e loads + dead load 843 25 21:40 2-7/8 l i v e loads + dead load 895 26 22:35 1-3/4 l i v e loads + dead load 579 27 23:05 1-3/8 l i v e loads + dead load 474 28 23:25 Dead load of s lab and loading equipment 0 B .8

TABLE B-8 - PROGRAM OF LOADING FOR TEST I I Load No. Time Hrs .rMin . Type of Loading I n t e n s i t y of Applied Load, psf 0 _ Dead load of s l a t and loading equipment5235 ps f 0 1 0:00 F u l l dead load hi 2 0:20 l/k l i v e load + dead load 121 3 0:14-0 1/2 l i v e load + dead load 196 k 1:00 5/8 l i v e load + dead load 237 5 1:10 ^/k l i v e load + dead load 272 6 1:25 7/8 l i v e load + dead load 312 7 1:35 1 l i v e load + dead load 347 8 1:50 Dead load of slab and loading equipment 0 9 2:35 1 l i v e load + dead load 351 10 5:00 I - I / 8 l i v e loads + dead load 391 11 3:10 1-l/k l i v e loads + dead load 4l8 12 3:20 1-3/8 l i v e loads + dead load 458 15 3:35 I - I / 2 l i v e loads + dead load 499 ll^ 4:00 Dead load of s lab and loading equipment 0 i i^:25 I - I / 2 l i v e loads + dead load 499 k:kO I-5/8 l i v e loads + dead load 539 i? 1-3/4 l i v e loads + dead load 566 iB 5:10 1-7/8 l i v e loads + dead load 607 19 5:35 Dead load of s lab and loading equipment 0 20* 17:25 Dead load of s lab and loading equipment 0 21* 18:15 I-7/8 l i v e loads + dead load 607 22* l8:15 2 l i v e loads + dead load 647 23* l8:1^0 2-1/8 l i v e loads + dead load 686 2i^* 18:55 2-1/4 l i v e loads + dead load 728 25* 19:10 1-3/4 l i v e loads + dead load 566 26* 19:35 I-7/8 l i v e loads + dead load 59^ 27* 19:1+5 Dead load of s lab and loading equipment 0 * Fdr load stages 20 through 27, only h a l f the t e s t area was loaded. B.9

TABLE B-9 - PROGRAM OF LOADIMG FOR TEST I I I Load No. Time Hrs . :Mln . lype of Loading I n t e n s i t y of Applied Load, p s f 0 Dead losld of s lab and loading egiiipment;230 p s f 0 1 0:00 P u l l dead load 49 2 0:15 l / 4 l i v e load + dead load 120 3 0:1̂ 0 l / 2 l i v e load + dead load 197 k 0:55 5/8 l i v e load + dead load 232 5 1:00 3/4 l i v e load + dead load 275 6 1:10 7/8 l i v e load + dead load 310 7 1:15 1 l i v e load + dead load 345 8 1:25 Dead load of s lab and loading equix>ment 0 9 1:55 1 l i v e load + dead load 342 10 2:25 1-1/8 l i v e loads + dead load 382 11 2:35 1-1/4 l i v e loads + dead load 422 12 2:k0 1-3/8 l i v e loads + dead load 463 13 2:50 1-1/2 l i v e loads + dead load 503 Ik 3:00 Dead load of s lab and loading eqiiipment 0 15 3:10 I - I / 2 l i v e loads + desid load 503 16 3:20 1-5/8 l i v e loads + dead load 51*3 17 3:25 1-3/4 l i v e loeids + dead load 583 18 3:35 1-1/S l i v e loads + dead load 6o4 19 3:^0 2 l i v e loads + dead load 644 20 3:45 Dead load of s lab and losiding equipment 0 21 18:15 Dead load of s lab and loading equipment 0 22 18:25 2 l i v e loads + dead load 644 23 18:35 2-1/4 l i v e loads + dead load 724 2k 18:1̂ 5 2-1/2 l i v e loads + dead load 805 25 l8:50 2-3/4 l i v e loads + dead load 885 26 19:05 3-I /3 l i v e loads + dead load 1046 27 19:20 4-1/8 l i v e loads + dead load 1288 28 19:35 4-3/4 l i v e loads + dead load 1489 29 20:05 5-5/8 l i v e loads + dead losid 1730 30 20:25 6-3/8 l i v e loads + dead load 1972 31 20:k3 Dead load of s lab ajid loading equipment 0 32 21:45 4-5/8 l i v e loads + dead load 1449 33 21:55 2 l i v e loads + dead load 644 3k 22:15 Dead load of s lab and loading equipment 0 35 24:15 2 l i v e loads + dead load 644 36 24:35 Dead load of s lab and loading equipment 0 37 25:55 2 l i v e loads + dead load 644 38 26:10 Dead load of s lab and loading equipment 0 B . I O

TABLE B-10 - LOADING SYSTEM HYDEIAULIC PRESSURE DURING TEST I Pressure, ps L Load No. Pressiare, p s i Load No. Pump Gage Recorder Pressure C e l l * PTjmp Gage Recorder Pressiare C e l l * Panels Panels Panels k-^ Panels :>-k 0 0 0 0 0 15 1900 1710 1850 1300 1 390 - - 150 16 2050 1880 2000 l400 2 1000 880 950 700 17 2150 i960 2110 Ikl^ 3 i6oo ll̂ 80 1520 1150 18 2300 2100 2250 1550 k 1900 1820 1930 1250 19 2î 50 2260 2580 1700 5 2250 2110 2260 ikoo 20 0 0 0 0 6 2550 2hl0 2520 1700 21 0 0 0 0 7 2850 2680 2870 2250 22 1250 1060 1160 1075 8 0 0 0 0 23 1U5O 1320 1580 1275 9 1500 1160 1250 800 2k 1600 lino i^ko ikoo 10 1450 1310 1590 lOî O 25 1700 760 800 750 11 1600 1450 1530 1050 26 1100 - 950 950 12 1750 1550 1690 1100 27 900 - - 1100 13 1900 1710 1870 1200 28 0 - - - Ik 0 0 0 0 accounts for discrepancies "between these readings and others . Tests I and I I B . l l

TABLE B-11 - LOADING SYSTEM HYDRAUUC PRESSURE DURING TEST I I Load No. Pressure, ] psl Load No. Pressure, ] psl Pianp Gage Recorder Press\jre C e l l * Tump Gage Recorder Pressure C e l l * 0 0 0 0 15 1850 i860 1820 1800 1 410 370 390 400 26 2000 1970 1940 1950 2 1050 1050 1050 1050 17 2100 2100 2060 2050 3 1700 - 1680 1600 18 2250 2080 1510 2050 4 2050 2080 2040 2000 19 0 0 0 0 5 2350 2380 2340 2350 20** 0 0 0 0 6 2700 - 2700 2650 21** 2250 2270 2200 7 3000 2960 2920 2950 22** 2400 2360 2300 8 0 0 0 0 25** 2550 2520 2450 9 1300 - - 1300 24** 2700 2620 2500 10 1450 - - l400 25** 2100 2040 2000 11 1550 1520 1530 1500 26** 2200 - 850 12 1700 1650 1680 1650 27** 0 0 0 13 1850 l840 l840 1800 14 0 0 1 0 0 1 j 1 ^^Faulty s t r a i n indicator used to monitor pressure c e l l s during Tests I and I I accounts for discrepancies between these readings and others . For load stages 20 through 27, only h a l f the t e s t area was loaded. B.12

TABLE B-12 - LOADING SYSTEM HYDRAULIC PRESSURE DURING TEST I I I Load Pressure, p s i Load No. Pressure, p s i No. Pump ' „ Recorder Gage 1 Pressure C e l l Pump Gage Recorder Pressure C e l l ; 0 0 0 0 20 0 0 0 1 350 310 285 21 0 0 1 0 : 2 850 850 790 22 800 820 735 ' 3 l400 l4lO 1350 23 900 910 885 ! 1 4 l£50 l640 1610 24 1000 1000 955 j 1950 1950 1865 25 1100 1100 1065 i I ^ 2200 2210 2165 26 1300 1300 1270 ' i 7 1 2450 2510 2425 27 1600 1580 1535 1 i 8 1 0 0 0 28 1850 1850 1805 9 850 860 820 1 1 29 2150 2170 2100 10 950 960 930 30 2450 2490 2405 : 11 1050 1050 1050 12 1150 1150 1155 31 0 0 0 i 13 1250 1250 1225 32 1800 1700 i64o j 14 0 0 0 33 800 780 755 ; 1250 1240 1185 34 0 0 0 I 16 1350 1350 1295 35 800 760 740 ; 17 1450 1440 i4oo 1 36 0 0 0 ! 18 1500 1490 ! 1445 37 800 820 730 ' 19 1600 1540 i 1540 ' 1 38 0 0 1 0 t B.13

TABIB B-15 - MEASURED RAM LOADS FOR TEST I I LOAD, k i p s * Load No. Load C e l l No. 71 Load C e l l No. 72 Load C e l l No. 73 Load C e l l No. Ik Load C e l l No. 75 Load C e l l No. 76 Ram Area X Pressure 1 2.82 2.86 3 . W 3.ko k.28 3.06 3.77 2 9.k2 8.90 10.I*.3 9.00 9.82 9.11 9.65 3 15.56 15.26 16.06 15.08 1 .̂93 14.20 15.63 k 19.36 18.97 19.kk 18.32 19.19 16.95 18.84 5 22.05 21.52 22.61 21.15 22.06 19.83 21.60 6 25.01 2k.k9 25.58 23.77 214.. 50 23.13 24.82 7 27.78 21.1k 29.16 26.28 27 .02 25.63 27.58 8 0 0 0 0 0 0 0 9 10.68 -0.32 -0.10 -0.21 12.22 -0.08 11.95 10 11.81 -0.k2 - 0 . 2 0 -0.10 13.78 -0.16 13.33 11 12.73 -0.k2 - 0 . 2 0 -0.10 11̂ .1+3 -0.16 14.25 1 2 11̂ .79 -0.53 - 0 . 2 0 -0.10 15.9*^ -0.16 15.63 13 16.23 -0.53 - 0 . 2 0 -0.10 17.95 -0.16 17.01 Ik 0 0 0 0 0 0 0 15 16.1̂ 3 -0.11 0 -0.10 16.78 0 17.01 16 17.68 -0.11 0 0 17.87 0 18.36 17 18.59 -0.11 -0.10 -0.10 18.79 0 19.31 18 19.31 0 0 0 13.76 0 20 .68 19 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 21 20 .75 -0.05 -0.05 0 0 -0.04 20 .69 22 21.97 -0.05 -0.05 0 0.0k -0.04 22.06 23 23.21 -0.05 -0.05 0 0.04 0 23.44 2k 25.06 -0.05 -0.05 0 o.dk 0 24.82 25 30.91 -0.05 -0.05 0 0.0k 0 19.51 26 8.93 -0.05 -0.05 0 0 0.04 7.81 27 0 0 0 0 0 0 0 * Loads from load Tests I and I I . c e l l s are unre l iab le due to f a i i l l y s t r a i n ind icator used i n B . I6

TABLE B-16 - MEASURED RAM LOADS FOR TEST I I I •'. LOAD, k ips Load Load Load Load Load Load Load Ram Area No. C e l l No. C e l l No. C e l l No. C e l l No. C e l l No. C e l l No. 71 72 73* 74 75 76 X Pressure 1 2.95 2.92 1.02 3.01 2.84 0.01 3.22 2 8.10 7.60 -0.21 7.84 7.76 10.48 7.81 3 13.38 12.35 1.02 12.95 12.90 15.82 12.87 4 15.37 14.38 1.53 15.22 15.20 17.78 15.17 5 18.26 17.30 -0.18 17.92 17.99 19.99 17.93 6 20.51 19.34 0 20.23 20.83 22.17 20.22 7 22.93 21.76 0.92 22.53 22.44 24.09 22.52 8 0 0 0 0 0 0 0 9 8.16 7.73 1.72 7.87 7.93 7.43. 7.81 10 9.01 8.34 1.51 8.65 8.79 7.90 8.73 11 . 9.81 9.33 0.39 9.68 9.76 8.95 9.65 12 11.02 10.22 0.80 10.70 10.66 9.66 10.57 13 11.91 11.09 0.85 11.46 11.50 10.47 11.49 14 0 0 0 0 0 0 0 15 ' 11'. 70 11.06 -1.88 11.33 11.49 10.32 11.49 l£ 12.70 11.90 -2.19 12.18 12.41 • 11.14 12.41 17 13.61 12.76 ^1.42 13.06 13.25 11.94 13.33 18 13.95 13.07 -0.50 13.40 13.61 12.26 13.79 19 14.75 13.92 0.21 14.22 14.64 , 13.34-- ^- 14.71 20 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 22 7.60 6.92 0.53 7.13 7.20 6.38 7.35 23 8.59 7.90 0.24 8.02 8.16 7.32 8.27 2k 9.k6 8.81 0.18 8.92 9.16 8.30 9.19 25 10.37 9.67 0.49 9.92 10.01 9.20 10.11 26 12.49 11.56 0.24 11.67 11.89 10.82 11.95 27 15.00 14.19 0.59 14.19 14.45 13.37 14.71 28 17.56 16.67 -0.17 16.62 16.94 15.58 17.01 29 20.33 19.45 -0.02 19.56 19.68 18.19 19.76 30 23.13 22.20 -0.02 22.03 22.53 21.12 22.52 31 0 0 0 0 0 0 0 32 15.18 15.82 -1.4o 15.15 15.78 14.86 16.55 33 6.99 7.61 -0.15 8.15 7.95 6.23 7.35 34 0 0 0 0 0 0 0 35 6.40 7.08 2.56 7.46 7.55 5.88 7.35 36 ' 0 0 0 0 0 0 0 37 6.12 6.96 2.86 7.14 7.22 5.99 7.35 38 0 0 0 0 0 0 0 * Loads meaningless due to broken connection on load c e l l B.17

TABLE B-I7 - MEASURED DEFLECTIONS FOR TEST I Def lec t ion i n inches* Load No. Load, psf Location Number 1 2 3 4 5 6 9 10 11 17 18 19 20 1 hi + 0.0-04 0.006 0.014 f 0.043 o.ooe + 0.007 + 0.049 + 0.027 + 0.011 + 0.007 + 0.050 + 0.019 + 0.005 2 121 + 0.014 + 0.008 f 0.017 f o.o4o + 0.003 + 0.019 + 0.024 + 0.025 0.018 + 0.020 + 0.025 + 0.053 + 0.006 5 194 + 0.007 + 0.015 + 0.015 f 0.014 + 0.004 + 0.019 + 0.006 + 0.020 0.015 + 0.022 + 0.057 + 0.080 0.001 4 251 + 0.015 + 0.031 + 0.024 0.017 + 0.004 + 0.048 + 0.015 + 0.052 0.021 + 0.015 + 0.04l + 0.081 0.009 5 275 + 0.007 + 0.002 •»- 0.021 0.003 + 0.020 + 0.046 + 0.011 + 0.056 0.008 + 0.026 + 0.047 + 0.107 0.009 6 510 + 0.013 + 0.035 + 0.057 0.020 + 0.044 + 0.069 + 0.026 + 0.057 + 0.025 + 0.029 + 0.054 + 0.122 0.012 T 346 0.000 0.005 + 0.026 + 0.006 + 0.022 + 0.052 0.001 + 0.056 + 0.011 + 0.025 + 0.088 + 0.154 0.020 8 0 + o.nno + 0.006 + 0.005 0.026 0.055 0.006 + 0.004 0.008 0.020 + 0.021 0.000 +? 0.059 + 0.014 9 542 / / / / / / / / / + 0.030 0.054 + 0.143 0.017 / / / / / / / / / / + 0.116 + 0.159 / 11 421 0.010 + 0.002 + 0.026 + 0.028 + 0.018 0.009 0.054 0.007 0.017 + 0.056 + 0.096 + 0.185 0.022 .,_L2_ 461 / / / / / / / / / / •T 0.100 / / 1? 500 + 0.036 + 0.034 + 0.057 + 0.026 + 0.055 0.051 + 0.014 + 0.022 0.012 + 0.057 + 0.159 T 0.211 0.055 14 0 / / / / / / / / / + 0.050 + • 0.004 + 0.064 + 0.013 --15. soo / / / / / / / / / / + 0.120 + 0.217 / Plus indicates downward de f l ec t ion; minus indicates upward de f l ec t ion

TABLE B-17 - MEASURED DEFLECTIONS FOR TEST I D e f l e c t i o n i n i n c h e s * Load No. Load , p s f L o c a t i o n Number 1 2 3 4 5 6 9 10 11 17 18 19 20 16 540 / / / / / / / / / / + 0.127 + 0.255 / 17^ 566 / 0.015 D.050 / / + 0.026 0.007 / 0.027 / 0.145 + 0.245 / 18 605 + 0.054 + 0 . 0 4 l f D.045 1- 3.055 + 0 . 0 4 l + 0.049 + 0.018 + 0.017 0.009 / + 0.159 + 0.261 / 1? 645 + 0.026 + 0.017 D.052 t- 3.045 fl 0.016 + 0.015 + 0.010 + 0.022 0.011 + 0.044 + 0.188 + 0.285 0.060 20 0 / / / / / / / / / + 0.035 + 0.024 + 0.086 + 0.007 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 221 658 0.018 0.016 h D.002 / + 0.026 + 0.018 0.018 / 0.002 + 0.009 0.172 + 0.204 0.067 25 765 + 0.006 + 0.049 f D.O26 / + 0.067 + 0.062 + 0.015 / 0.001 / + 0.192 + 0.252 / 2 4 « 845 0.024 + 0.008 / / + 0.049 / 0.018 / / / + 0.228 T 0.284 / 25 895 + 0 .001 + 0.050 f D . O l l / 0.076 + 0.074 + 0.004 / + 0.011 0.009 + 0.207 + 0.217 0.102 26 579 / / / / / / / / / / + 0.229 + 0.278 / S7 474 / / / / / / / / / / + 0.271 / / 28 0 / / / / / / / / / / + 0 .346 / / *?lTis indicates downward de f l ec t ion; minus indicates upward d e f l e c t i o n . ^No Reading of Std .

TABLE B-17 - MEASURED DEFLECTIONS FOR TEST I Deflection in inches* W ro o Load No. Load, psf Location Number 21 22 23 24 25 26 27 28 29 50 31 32 55 1 hi + 0.012 + 0.014 + 0.044 + 0.029 + 0.031 0.009 + 0.020 + 0.007 + 0.013 0.000 + 0.033 + 0.034 + 0.004 2 121 + 0.031 0.014 + 0.090 + 0.123 + 0.094 + 0.034 + 0.062 + 0.020 + 0.022 0.027 + 0.120 + 0.104 + 0.011 3 194 + O.O2Y 0.004 + 0.120 + 0.179 + 0.149 + 0.111 + 0.090 + 0.017 + 0.034 o.o4i + 0.178 + 0.155 + 0.006 4 231 + 0.029 0.027 + 0.105 + 0.208 + 0.155 + 0.136 + 0.092 + 0.004 + 0.033 0.050 + 0.202 + 0.181 0.051 5 273 + 0.033 0.027 + 0.121 + 0.261 + 0.191 + 0.136 + 0.112 0.000 + 0.029 0.065j + 0.254 + 0.219 0.051 6 310 , f 0.026 0.036 + 0.160 + 0.294 + 0.227 + 0.180 + 0.134 + 0.005 + 0.049 0.066 + 0.279 + 0.262 0.007 7 346 + 0.028 0.036 + 0.187 + 0.344 + 0.258 + 0.257 + 0.136 0.003 + 0.035 0.071 + 0.337 + 0.292 0.025 8 0 + 0.033 0.012 + 0.110 + 0.094 + 0.084 0.046 + 0.066 + 0.037 + 0.053 0.017 + 0.095 + 0.098 0.045 ? 342 + 0.026 + 0.024 + 0.195 + 0.319 0.252 + 0.191 + 0.142 + 0.011 + 0.054 0.071 + 0.322 + 0.275 0.008 10 382 / / + 0.209 + 0.37̂ ^ + 0.265 + 0.260 + 0.155 / / / + 0.351 + 0.305 / 11 421 + 0.028 0.054 + 0.226 + 0.409 + 0.309 + 0.298 0.174 + 0.010 + 0.054 0.093 + 0.407 + — 0.549 0.011 hex / / + 0.236 + 0.448 + 0.332 + 0.300 + 0.181 / / / + 0.445 + 0.573 / 1? 500 + 0.029 0.058 + 0.258 + 0.499 + 0.360 + 0.380 0.196 0.006 -ir^ 0.056 0.115 + 0.480 •I- 0.422 0.052 14 0 + 0.031 0.026 + 0.155 + 0.171 + 0.139 + 0.011 + 0.098 + 0.045 + 0.064 0.138 + 0.174 T 0.145 0.052 15 500 / / + 0.264 + 0.518 0.3691 0.323 + 0.201 / / / + 0.484 + 0.426 / * Plus indicates dovmward deflection; minxis indicates upward deflection.

TABLE B-17 - MEASURED DEFLECTIONS FOR TEST I Def lec t ion i n inches* w "ro * Plus indicates downward de f l ec t ion; minus indicates upward de f l ec t i on Load Load, Location Nunber No. psf 21 22 23 24 25 26 28 29 30 31 32 33 16 540 / / f D.286 f 3.557 + 0.390 + 0.407 + 0.211 / / / + 0.530 + 0.453 / 17 566 / / f 3.271 3.580 + 0.410 + 0.442 + 0.217 / / / + 0.557 + 0.475 / 18 605 / / f D.291 f 3.620 + 0.435 + 0.485 + 0.229 / / / + 0.586 0.503 / 19 645 + 0.023 0.087 f 3.319 f 3.678 + 0.472 + 0.523 + 0.251 0.027 + 0.056 0.150 + 0.633 + 0.552 0.156 20 0 + 0.026 0.027 f 0.175 3.217 + 0.182 + 0.072 + 0.121 + o.o4o + 0.069 0.054 + 0.240 + 0.205 0.056 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 658 / / f 0 . l 4 l 4- 3.488 + 0.311 + 0.478 + 0.139 0.064 0.013 / -=l= 0.446 0.355 0.062 _23 765 / / ¥ 0.183 t- 0.585 + 0.379 + 0.585 + 0.170 / / / + 0.520 + 0.437 / 24 84^ / / 0.214 f 0.693 + 0.436 + 0.660 + 0.192 / / / + 0.610 + 0.503 / 2? 0.008 0.137 f 0.198 f 1.056 + 1.244 + 0.957 + 0.171 0.133 0.028 0.221 + 1.276 + 1.173 0.171 26 579 / / 0.262 f 1.573 + 1.998 + 1.416 + 0.224 / / / + 1.933 T 1.817 / 27 474 / / / / / + 1.835 / / / / / / / 28 0 / / / / / + 2.024' / / / / / / / 1 1

TABLE B-17 - MEASURED DEFLECTIONS FOR TEST I Def lec t ion i n inches* ro ro Load No. Load, psf Location Number 55 56 57 58 59 40 41 42 44 U5 46 hi - L , , . . 47 + 0.015 3.008 ).007 + o.oeo + 0.007 0.015 0.024 0.002 + 0.025 0.003 0.007 D.005 + 0.009 2 121 + 0.015 0.017 + 0.008 + 0.056 + 0.018 + 0.020 + 0.002 + 0.021 4- o.o4o 0.007 0.015 D.019 + 0.048 ? IQk + O.OOQ 0.055 + 0.029 + 0.116 + 0.058 + 0.045 0.017 + 0.016 + 0.044 0.061 + 0.016 D.030 + 0.058 If 251 + O.OOQ 0.046 + 0.058 + 0.145 + 0.074 + 0.087 + 0.006 0.045 + 0.036 0.031 + 0.052 f D.O23 0.002 5 275 + 0.004 o.o?5 + 0.047 + 0.172 + 0.084 + 0.098 0.015 0.020 + 0.029 0.057 + 0.075 t- 3.009 + 0.010 6 210 + 0.006 0.060 + 0.065 + 0.194 + 0.075 + 0.124 0.025 + 0.010 + 0.057 0.040 + 0.089 f D.030 + 0.024 7 546 + 0.006 0.057 + 0.066 + 0.208 + 0.085 + 0.151 0.020 0.010 + 0.051 0.042 + 0.078 f 3.046 + 0.055 8 0 + 0.011 0.024 0.009 0.015 0.002 0.047 0.079 + o.o4o + 0.067 0.016 0.019 3.057 + 0.082 9™, 542 + 0.005 0.052 + 0.048 + 0.194 + 0.101 + 0.089 0.075 + 0.008 + 0.066 0.050 + 0.094 f 3.014 + 0.046 10 582 / / + 0.065 + 0.235 + 0.092 + 0.142 + 0.014 / / / + 0.096 ¥ 3.059 / 11 421 + 0.001 0.079 + 0.047 + 0.253 + 0.114 + 0.155 0.059 + 0.016 + 0.080 0.058 + 0.100 I- 3.030 T •••• 0.058 1̂ 461 / / + 0.076 + 0.501 + 0.117 + 0.182 0.014 / / / + 0.117 0.042 / 15 500 0.060 0.094 + 0.090 + 0.352 + 0.149 + 0.192 0.008 + 0.004 + 0.074 0.0-70 + 0.157 0.089 + 0.065 Ik 0 + 0.006 0.046 0.008 + 0.059 0.012 0.049 0.082 + 0.057 + 0.093 0.026 0.005 0.04l T 0.093 .1? 500 / + 0.081 + 0.126 + 0.252 0.046 / / / + 0.154 + 0.028 /

TABLE B-17 - MEASURED DEFLECTIONS FOR Def lec t ion i n inches* TEST I bd ro Load No. Load, psf Location Number J>h 35 36 37 38 39 40 41 42 44 45 46 hi 16 540 / / + 0.100 0.380 + 0.185 + 0.234 + 0.007 / / / + 0.179 + 0.030 1 17 566 I / + 0.098 + 0.39*̂ + 0.193 + 0.302 + 0.044 / / / + 0.185 + 0.120 1 18 605 1 / + 0.116 + 0.421 + 0.214 + 0.273 0.028 / / / + 0.203 + 0.128. 1 19 645 0.007 0.121 + 0.148 + 0.480 + 0.231 + 0.567 + 0.070 0.052 + 0.082 0.104 + 0.235 + 0.157 + 0.029 20 0 + 0.0'D4 0.057 + 0.005 + 0.077 + 0.010 0.018 0.084 + 0.061 + 0.094 0.036 + 0.056 0.052 + 0.105 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 658 / / + 0.135 + 0.432 + 0.240 + 0.588 + 0.092 0 .030 0.009 / + 0.196 + 0.177 0.161 2? 763 / / + 0.176 + 0.524 + 0.298 + 0.447 + 0.101 / / / + 0.252 + 0.221 / 24 845 / / + 0.197 + 0.6o4 + 0.357 + 0.514 + 0.145 / / / + 0.269 + 0.241 / 2? 0.023 0.149 + 0.189 + 0.911 + 1.162 / + 0 . l 4 l 0.157 0.029 0.074 + 0.289 + 0.243 0.100 26 579 / / + 0.215 + 1.244 + 1.731 / + 0.150 / / / 0.333 0.306 / 27 474 / / + 0.224 + 1.451 + 2.156 / + 0.166 / / / + 0.342 + 0 .400 / 28 0 / / + 0.163 + 1.306 + 2.232 / + 0.155 / / / + 0.262 + 0.365 / * Plus indicates downward de f l ec t ion ; minus indicates upward d e f l e c t i o n .

TABLE B-17 - MEASURED DEFLBCnONS FOR TEST I Def lect ion i n inches* ro •p- Load No. Load, psf Location Number 50 51 52 53 54 55 56 59 60 1 47 0.031 4- 0.012 0.011 0.04l 0.034 0.050 4- 0.024 4- 0.004 0.045 2 121 0.014 0.012 0.008 0.091 0.032 0.066 4- 0.074 0.024 0.042 ? 194 4- 0.009 0.014 0.015 0.071 0.102 0.091 4- 0.057 0.028 0.091 4 231 0.026 0.005 0.019 0.031 0.034 0.080 4- 0.021 0.037 0.061 ? 273 0.030 + 0.001 + 0.002 0.067 0.062 0.106 4- 0.012 0.020 0.046 6 310 0.054 0.014 4- 0.009 0.086 0.083 0.139 4- 0.048 0.051 0.077 7 346 0.031 0.016 0.009 0.078 0.080 0.107 + 0.049 0.061 0.119 8 0 + 0.006 4- 0.012 0.011 0.133 0.072 0.074 0.113 0.030 0.131 ? 342 0.022 0.004 0.026 0.109 0.054 o.loe + 0.084 0.052 0.034 10 382 / / / / / / / / / n 421 0.020 + 0.003 4- 0.018 0.149 0.044 0.080 0.106 / / 12 461 / / / / / / / / / r 13 500 0.038 0.014 4- 0.013 0.142 0.092 0.133 4- 0.108 0.072 0.031 14 0 0.011 0.001 0.012 0.179 0.0'+6 0.107 + 0.134 0.076 0.038 15 500 / / / / / / / / / * Plus indicates downward de f l ec t ion ; miniis indicates upward de f l ec t ion .

TABLE B-17 - MEASURED DEFLECTIONS FOR TEST I Deflection in inches* w r o Load No. Load, psf Location Number 50 51 52 53 54 55 56 59 60 16 540 / / / / / / / / / 17 566 / / / / / / / / / 18 605 / / / / / / / / / _19 645 0.061 0.006 + o.o4i 0.132 0.070 0.147 + 0.110 0.058 0.020 20 0 0.015 + 0.023 + 0.034 0.196 0.052 0.138 + 0.154 0.014 0.026 21 0 0 0 0 0 0 0 0 0 0 22 658 / / / 0.039 / / 0.047 / / „ 23 763 / / / / / / / / / 24 845 / / / / / + 0.047 / 0.004 0.064 2? 895 0.080 0.024 0.091 0.202 0.152 / 0.068 / / 26 579 / / / / / / / / / 27 474 / / / / / / / / / 28 0 / / / / / / / / / .. . * Plus indicates dowward deflection; minus indicates upweird deflection.

TABLE B-18 - MEASURED DEFLBCGIONS FOR TEST I I Deflection in inches* Load No. Load, psf Location Number 8 9 10 11 14 15 16 22 24 26 30 51 1 O.OlO p.019 D.003 ).012 0.024 0.026 0 0.005 / / / / / 2 121 0.010 0.017 + 0.002 O.OOtl- 0.020 0.039 + 0.024 0.007 0.057 0.011 0.017 f 0.008 0.037 ? 196 0.005 0.012 + 0.003 0.014 0.024 0.018 + 0.007 0.011 0.063 / 0.019 f 0.009 / k 237 / / / / / / / / / 0.021 / / 0.047 272 0 0.006 + 0.006 0.019 0.036 0.011 + 0.022 0.003 + 0.009 / 0.040 f 0.002 / 6 512 / / / / / / / / / 0.036 / / 0.061 7 3h7 0 0.003 + 0.011 0.019 0.032 0.030 + 0.002 0 + 0.003 0.028 + 0.019 0.013 0.091 8 0 0.022 0.010 0.006 0.012 0.018 0.027 + 0.004 0.012 0.000 0.026 o.boo 0.000 o.o4o 2 0 + 0.007 + 0.003 0.017 / 0.013 / 0.003 + 0.020 0.032 0.016 t 0.005 0.084 10 391 / / / / / / / / / / / / / .11 4l8 O.OOU + 0.005 + 0.010 0.019 0.030 0.013 ' / + 0.014 + 0.025 0.026 0.028 0.002 0.089 / / / / / / / / / / / / 1 -15. O.OIQ + QtOHL + 0.008 0.019 0.030 0.019 / 0.007 + 0.022 0.027 + 0.008 0.003 0.098 0 0.019 0-006 0.024 0.042 0.027 / 0.007 + 0.011 0.031 0.016 0.004 0.058 IS lf99 0.056 0.010 + 0.018 0.018 0.054 0.054 / 0.017 + 0.026 0.028 0.020 0.004 0.105 * Plus indicates downvfard deflection; minus indicates upward deflection.

TABLE B-18 - MEASURED DEFLECTIONS FOR TEST I I Deflection in inches* Load No. Load, psf Location Number 8 9 10 11 13 14 15 16 22 24 26 30 31 16 539 / / / / / / / / / / / / / 17 566 0.019 0.001 + 0.021 0.016 0.044 0.018 / 0.005 + 0.030 0.031 0.018 ).001 0.107 18 607 0.023 0.001 + 0.017 0.012 0.046 0.054 / 0.004 + 0.031 0.023 0.088 3.019 0.126 19 0 / 0.009 + 0.016 0.024 0.046 0.059 / 0.003 + 0.037 0.013 0.031 ).oi3 0.069 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 607 / 0.052 + 0.043 + 0.034 / + 0.009 / + 0.132 ' / / / / / 22 61̂7 / 0.018 0.014 + 0.007 / 0.050 / + 0.123 + 0.012 0.016 0.003 h D.018 0.065 23 686 / / / / / / / / / / / / / 214- 728 / 0.157 + 0.060 + 0.045 / + 0.024 / + 0.i79 + 0.031 0.048 0.018 p.006 0.124 25 566 / / / / / / / / + 0.008 0.055 0.003 3.012 0.157 26 / / / / / / / / 0.023 + 0.011 + 0.028 3.074 + 0.130 0 / / / / / / / / 0.021 + 0.022 •1- 0.017 3.065 + 0.140 bd * Pliis indicates downward deflection; minvis indicates upward deflection.

TABLE B-18 - MEASURED DEFLECTIONS FOR TEST I I Deflection in inches* Load No. Load, psf Location Nvmber 52 54 55 56 57 58 59 40 41 44 45 46 48 1 hi / / / / / / / / / 0.000 + 0.028 • ).002 / 2 121 0.018 0.006 0.020 0.021 0.055 0.050 0.054 0.051 + 0.058 0.047 • ).04l 0.019 5 196 / 0.015 0.021 0.048 0.070 / / / / + o.o4i 0.070 / 0.007 k 257 0.026 / / / / 0.046 0.056 0.056 0.045 + 0.068 f 0.078 ).054 / 5 272 / 0.014 0.016 0.068 0.087 / / / / + 0.097 f 0.086 + 0.068 0.019 6 512 0.055 / / / / 0.086 0.055 0.056 0.051 + 0.101 0.096 + 0.096 / 7 5̂*7 O.OMl- 0.025 0.022 0.072 0.102 0.106 0.068 0.056 0.062 0.122 f 0.099 + 0.120 0.024 8 0 0.022 0 0 0 0 0.045 0.046 0.052 0.046 0 0 0.005 0 9 351 O.OlfT 0.014 + 0.010 0.058 0.065 0.115 0.062 0.070 + 0.016 + 0.127 ¥ 0.098 + 0.105 + 0.002 10 591 / / / / / / / / / + 0.146 f D.104 + 0.124 " / 11 klB 0.011 + 0.001 0.060 0.0̂ 4 0.109 0.075 0.067 + 0.025 + 0.159 V o.aa4 4- 0.152 0.014 12 1̂58 I / / / / / / / / + 0.169 ¥ 0.055 + 0.165 / ^ 0.055 0.011 0.005 0.112 0.122 0.145 0.090 0.085 + 0.007 + 0.200 ¥ 0.157 + 0.172 0.015 0 0.039 + 0.005 0.006 0.004 0.026 0.070 0.064 0.055 0.067 + 0.008 f 0.010 0.012 0.006 .1? 0.060 0.020 0.008 0.095 0.159 0.165 0.097 0.097 0.099 + 0.205 f 0.129 + 0.169 0.012 00 * Plus indicates dovmwemi deflection; minus indicates upward deflection.

TABLE B-18 - MEASURED DEFLECTIONS FOR TEST I I Deflection in inches* Load No. Load^ psf Location Nvmber 52 54 55 56 57 58 59 40 41 44 45 46 16 559 / / / / / / / / / + 0.217 + 0.144 + 0.182 1 17 566 0.062 0.025 0.091 0.126 0.162 0.175 0.115 0.109 0.104 + 0.257 + 0.205 + 0.208 0 18 607 0.069 0.051 0.084 0.208 0.255 0.215 0.145 0.116 0.121 + 0.255 + 0.142 + 0.201 0.008 19 0 0.056 0.008 0.052 0.115 0.120 0.118 0.099 0.068 0.075 + 0.067 + 0.015 0.024 + 0.004 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 607 / / / / / / / / / 0.054 + 0.088 + 0.250 / 22 647 0.045 0.009 0.020 0.055 0.070 0.156 0.048 0.055 0.057 0.046 + 0.090 + 0.268 + 0.010 25 686 / / / / / / / / / 0.055 + 0.126 0.507 / 2k 728 0.100 0.007 0.056 0.060 0.157 0.275 0.129 0.085 0.074 0.064 + 0.152 + 0.558 0.000 2? 566 0.152 0.009 0.055 0.101 0.189 0.572 0.199 0.096 0.069 0.084 + 0.175 +• 0.526 + 0.005 26 594 + 0.098 0.054 0.161 0.007 0.484 + 1.197 0.466 0.056 0.155 0.254 + 1.085 4- 1.105 4- 0.002 27 0 0.105 0.020 0.145 + 0.005 + 0.460 + 1.218 0.444 0.027 0.115 0.214 + 0.976 + 0.906 + 0.009 fo * Plus indicates downward deflection; minus indicates upward deflection.

TABLE B-18 - MEASURED DEFLECTIONS FOR TEST I I Deflection in inches* Load No. Load, psf Location Ninaber ^9 50 51 52 53 51* 55 56 58 59 60 1 47 + 0.005 + 0.039 + 0.043 + 0.027 + 0.011 0.127 0.006 / f 0.033 + 0.053 + 0.011 2 121 + 0.034 0.133 + 0.125 + 0.102 + 0.076 + 0.105 + 0.024 0.004 f 0.075 + 0.056 + 0.046 ? 196 + 0.050 + 0.183 + 0.168 + 0.189 ' / 0.167 / / / + 0.138 / 4 237 + 0.075 + 0.242 + 0.202 + 0.216 + 0.159 + 0.208 + 0.069 + 0.005 0.145 + 0.151 + 0.087 272 + 0.104 + 0.279 + 0.257 + 0.267 + 0.185 + 0.253 + 0.089 / + 0.161 + 0.199 + 0.100 6 ?12 + 0.119 + 0.316 + 0.278 + 0.338 + 0.224 + 0.298 + 0.089 + 0.001 + 0.170 + 0.235 + 0.150 7 347 + 0.140 + 0.368 + 0.337 + 0.351* + 0.305 + 0.327 + 0.124 0.006 f 0.246 + 0.241 + 0.200 8 0 0 0 0 0 + 0.012 0 0.013 0.013 0.032 0 4- 0.005 9 + 0.105 + 0.334 + 0.254 + 0.283 + 0.276 / + 0.102 0.014 + 0.241 •I- 0.163 •»• 0.180 10 39a + 0.136 + 0.3lfr7 + 0.275 + 0.339 + 0.300 / t 0.117 / + 0.270 + 0.193 + 0.190 n 4l8 + 0.133 + 0.380 + 0.300 + 0.359 0.331* / + 0.133 0 + 0.316 + 0.225 + • 0.226 12 458 0.155 + 0.421 + 0.31*7 + 0.397 + 0.380 / + 0.145 / •I- 0.342 •I- 0.237 + 0.262 5̂ 49? + 0.165 + 0.487 + 0.395 + 0.451 + 0.417 / + 0.173 0.001 + 0.398 + 0.302 + 0.311 ih 0 + 0.018 + 0.074 + 0.032 + 0.008 + o.o4o / 0 0.025 •I- 0.039 0.018 + 0.010 .1? 4?? + 0.199 + 0.487 + 0.410 + 0.524 + 0.442 / + 0.174 + 0.001 + 0.411 + 0.286 + 0.317 • o * Plus indicates downward deflection; minus indicates upward deflection.

TABLE B-18 - MEASURED DEFLECTIONS FOR TEST I I Deflection in inches* Loaiq LoadJ Location Nvanber No. psf k9 50 51 52 55 54 55 56 58 59 60 16 + 0.207 + 0.559 + 0.449 + 0.522 + 0.475 / + 0.183 / + 0.445 + 0.329 + 0.559 17 566 + 0.206 + 0.581 + 0.505 + 0.558 + 0.512 / + 0.200 0.008 + 0.489 + 0.525 + 0.575 18 607 + 0.211 + 0.835 0.846 + 0.745 + 0.555 / + 0.195 0.027 + 1.191 + 0.891 + 0.569 0 + 0.062 + 0.398 + 0.472 + 0.260 + 0.128 / + 0.008 0.024 + 0.775 + 0.549 + 0.059 20 0 0 0 0 0 0 0 0 0 0 0 0 21 607 0.016 0.018 + 0.068 + 0.569 + 0.485 / + 0.219 / 0.014 + 0.534 + 0.455 22 61+7 0.023 0.023 + 0.081 + 0.418 + 0.579 / + 0.259 + 0.017 0.050 + 0.593 + 0.524 25 686 0.029 0.045 + 0.105 + 0.6o4 + 0.876 + 0.880 + 0.288 / 0.055 + 0.875 + 0.905 24 728 0.022 0.065 + 0.121 + 0.767 + 1.118 + 1.016 + 0.519 0.007 0.070 + 1.205 + 1.219 2? 566 0.066 0.082 + 0.175 + 0.985 + 1.607 + 1.219 + 0.511 0.051 0.085 + 1.862 + 1.729 26 594 0.055 0.185 + 0.258 + 1.772 + 2.548 + 1.818 + 0.275 0.125 / + 2.275 + 2.062 27 0 0.047 0.179 + 0.177 + 1.524 + 2.996 + 1.415 + 0.151 0.116 / + 2.024 + 1.691 CM * Plus indicates downward deflection; minus indicates upward deflection

TABLE B-l9 - MEASURED DEFLECTIONS FOR TEST I I I Load No. Toad. location Number 1 f ' J psf 6 7 11 12 20 26 27 28 29 32 33 38 39 1 4Q 0.012 + 0.014 0.036 + 0.024 0.007 0.002 + 0.002 + 0.004 0.002 0.025 + 0.013 0.011 0.014 2 120 / / / / / / 0.000 / / / + 0.055 / / 3 197 + 0.018 + 0.024 + 0.024 + o.oW 0.004 0.025 0.008 + 0.024 0.002 0.037 + 0.090 0.015 mm 0.034 4 232 / / / / / / 0.007 / / / + 0.110 / / 5 275 + 0.050 + 0.036 + 0.024 + 0.030 0.006 0.037 0.008 + 0.034 0.000 0.051 + 0.125 0.007 0.045 6 310 / / / / / / 0.010 / / / + 0.153 / / 7 545 + 0.036 + 0.036 + 0.036 + 0.054 0.007 0.043 0.021 + 0.044 0.003 0.060 + 0.174 0.026 0.051 8 0 + 0.012 + 0.024 + 0.006 + 0.042 0.015 + 0.006 0.006 + 0.003 + 0.001 0.006 + 0.003 + 0.001 0.012 9 542 + 0.024 + 0.024 + 0.024 + 0.036 0.012 0.048 0.016 + 0,037 0.006 0.065 + 0.175 0.029 0.073 10 382 / / / / / / 0.018 / / / + 0.200 / / n 4P2 + 0.056 + 0.054 + 0.050 + 0.078 0.015 0.064 0.019 + 0.047 0.005 0.085 + 0.222 0.04l 0.068 I P / / / / / / 0.022 / / / + 0.242 / / 15 t;05 + 0-0P4 + 0.042 + O-OI8 + 0.056 0.015 0.079 0.023 + 0.053 0.007 0.100 + 0.263 0.044 0.085 ik a + n.mp + + 0.0P4 + 0.048 0.099 + 0.001 + O-OOQ + 0.001 + 0.002 0.020 + 0.012 0.001 0,019 S05 + o-m8 + 0.042 + 0.012 + O.Olî 0.017 0.034 0.021 + 0.054 0.0Q7 0.268 0-o4i O.OŜ ro * Plus indicates downward deflection; minus indicates upward deflection.

TABLE B-19 - MEASURED DEFLECTIONS FOR TEST I I I Deflection in inches* Load No. Load, psf Location Number 6 7 11 12 20 26 27 28 29 52 55 58 39 J.6 543 / / / / / / 0.024 / / / + 0.287 / / 3,7 585 + 0.048 + 0.060 + 0.042 + 0.072 0.018 0.082 0.025 + 0.065 0.006 0.111 + 0.505 0.045 0.098 18 604 / / / / ' " / / 0.050 / / / + 0.512 / / 19 644 + 0.036 + 0.060 + 0.018 + 0.054 0.020 0.097 0.050 + 0.067 0.011 0.122 + 0.554 0.057 0.107 SO 0 + 0.012 + 0.018 0.006 + 0.024 0.029 0.002 + 0.008 + 0.002 + 0.004 0.028 + 0.017 0.025 0.058 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 644 + 0.064 + 0.072 + 0.042 + 0.066 + 0.017 0.112 0.059 + 0.084 0.016 0.124 + 0.561 0.055 0.102 724 / / / / / / 0.050 / / / + 0.400 / / ?h 505 / / / / / / 0.055 / / / 0.446 / / 885 + 0.046 + 0.054 + 0.054 + 0.042 + 0.021 0.156 0.065 + 0.096 0.026 0.172 + 0.490 0.046 0.129 26 1046 + 0.070 + 0.084 + 0.060 + 0.084 + 0.027 0.195 0.075 + 0.117 0.056 0.203 4- 0.589 0.058 0.151 27 1288 + 0.076 + 0.090 + 0.072 + 0.084 + 0.027 0.255 0.101 + 0.135 0.045 0.259 + 0.759 0.069 0.195 28 1489 + 0.094 + 0.108 + 0.096 + 0.108 + 0.052 0.286 0.119 + 0.155 0.047 0.294 + 0.892 0.075 0.200 29 1730 + 0.094 + 0.114 + 0.090 + 0.114 + 0.052 0.547 0.158 + 0.165 0.062 0.552 + 1.099 0.080 0.224 50 1972 / + 0.144 / + 0.144 / / / / 0.081 / / / / bd VJJ * Plus indicates downward deflection; minus indicates upward deflection.

TABLE B-19 - MEASURED DEFLECTIONS FOR TEST I I I Deflection in inches* Load No. Load psf Location Number 6 7 11 12 20 26 28 29 52 55 38 39 51 0 * 0.064 4- 0.072 4- 0.096 4- O.C72 4- 0.051 4- 0.541 + 0.729 4- 0.499 4- 0.055 4- 1.127 4- 1.160 + 0.165 4- 0.569 33 644 0.096 4- 0.178 / 4- 0.178 4- 0.044 4- 0.745 4- 1.754 4- 1.145 4- 0.050 4- 3.185 4- 5.082 4- 0.982 / 0 0.102 4-0.158 / 4- 0.152 4- 0.052 4- 0.696 4- 1.655 4- 1.008 4- 0.069 4- 5.084 4- 2.446 4- 1.000 / 35 644 0.150 4- 0.160 / 4- 0.172 + 0.056 + 1.911 + 2.641 4- 1.605 4- 0.085 4- 4.788 4- 4.1&7 + 1.761 / 56 0 0.168 4-0.112 / 4- 0.126 4- 0.057 1.862 + 2.475 4- 1.452 4- 0.105 + 4.598 + 3.499 4- 1.765 / 644 / / / / 4- 0.017 4- 2.597 4- 5.258 4- 1.922 4- 0.102 4- 5.895 4- 4.914 4- 2.482 / 58 0 / / / / 4-0.015 4- 2.504 4- 5.082 1.75̂ ^ + 0.118 5.710 + 4.221 2.li66 / Cd * Plus indicates downward deflection; minus indicates upward deflection.

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*9 + 0.006 + 0.026 + 0.006 0.001 0.012 + 0.020 0.000 4- 0.026 + 0.005 + 0.011 + 0.002 2 120 + 0.04l + 0.084 + 0.026 / / + 0.061 / / / / / 3 197 + 0.046 + 0.144 + 0.049 0.013 0.015 + 0.102 0.012 + 0.018 + 0.021 + 0.002 0.005 4 232 + 0.058 + 0.165 + 0.056 / / + 0.112 / / / / / ? 275 + 0.077 + 0.201 + 0.064 0.008 0.021 + 0.143 + 0.008 + 0.003 + 0.036 + 0.031 + 0.003 6 310 + 0.086 + 0.232 + 0.076 / / + 0.161 / / / / / 7 ?45 + 0.089 + 0.263 + 0.086 0.021 0.042 + 0.176 0.042 0.011 + 0.043 + 0.015 + 0.001 8 0 + 0.001 + 0.008 0.002 0.031 + 0.014 + 0.014 + 0.023 + 0.019 + 0.004 + 0.019 + 0.003 9 342 + 0.087 + 0.290 + 0.091 0.035 0.064 + 0.183 0.056 0.015 + 0.038 0.015 0.007 10 382 + 0.086 + 0.320 + 0.099 / / + 0.201 / / / / / U. 422 + 0.108 + 0.359 + 0.114 0.036 0.077 + 0.221 0.060 0.029 + 0.039 0.007 0.016 12 46̂ + 0.137 + Of 391 + 0.125 / / + 0.244 / / / / / 13 + 0.15Q + 0.452 + 0.154 0.040 0.084 + 0.267 0.085 0.024 + 0.053 0.030 0.013 14 0 O . O O P + 0.017 + 0.006 0,031* o.oos + 0.016 0.008 + 0.009 + 0.002 + 0.024 0.011 1^ . '^O'S + Q.lif? + 0.454 + 0.142 0.005 0.073 + 0.270 0.078 0.007 + 0.047 0.007 0.008 VJ1 * Plus indicates downward deflection; minus indicates upward deflection

TABLE B-19 - MEASURED DEFLECTIONS FOR TEST I I I Deflection i n inches* Load No. Load, Location Number psf 40 41 42 43 46 47 54 55 56 57 61 16 543 + 0.151 0.468 + 0.150 / / + 0.290 / / / / / 17 583 + 0.167 + 0.504 + 0.165 0.034 0.104 + 0.308 0.085 0.024 + 0.051 0.004 0.009 IR 604 + 0.168 + 0.527 + 0.165 / / + 0.307 / / / / / 19 644 + 0.176 + 0.550 + 0.172 0.021 0.114 + 0.333 0.108 0.027 + 0.061 0.012 0.20 20 0 0.003 + 0.033 + 0.007 0.046 0.018 + 0.026 0.018 0.001 0.005 0.016 0.016 21 0 0 0 0 0 0 0 0 0 0 0 0 2? 644 + 0.192 + 0.570 + 0.190 0.002 0.124 + 0.343 o.i4i 0.081 + 0.082 + 0.024 0.009 25 724 + 0.212 0.644 + 0.213 / / + 0.384 / / / / / 24 805 + 0.238 + 0.724 + 0.242 / / + 0.430 / / / / / 25 885 + 0.272 + 0.816 + 0.268 o.ou 0.178 + 0.473 0.169 0.076 + 0.093 + 0.029 0.008 0̂ TNIA + + O.Qft2 + 0.554 0.018 0-iq7 + 0.555 0.205 0.095 + 0.095 •p 0.057 0.013 27 1288 0.42<3 + 1.252 0.4l6 0.033 0.250 0.726 0.232 0.113 + 0.131 + 0.051 0.026 ?8 l48Q + 0.545 + 1.547 + 0.518 0.012 0.259 + 0.880 0.244 0.123 + 0.179 + 0.036 0.005 2Q 1750 + 0.724 + I.Q60 + 0.671 O.OlS 0.526 + 1.115 0.521 0.164 + 0.187 + 0.069 0.013 50 1972 + O.Q67 / + 0.868 O.Olfl 0.382 / 0.385 0.202 / + 0.098 / Plus ir idicates downwa rd deflection; minus indicates upward deflection.

TABLE B-19 - MEASURED DEFLECTIONS FOR TEST I I I Deflection in inches* No. Load, psf Location Number 40 41 42 43 46 47 54 55 56 57 61 51 0 + 1.076 + 1.230 + 0.505 0.018 0.492 + 0.465 0.215 0.254 0.065 ^ 0.057 D.029 53 644 4.612 + 3.969 + 0.784 0.006 + 1.652 + 2.267 + 1.056 1.146 T 0.195 + 0.022 *• D.102 34 0 + 4.098 + 2.986 + 0.516 0.001 + 1.148 + 1.779 + 1.098 + 1.159 + 0.622 0.055 1- 3.106 35 644 / + 5.536 + 0.853 0.052 + 4.278 + 3.664 + 2.375 + 2.688 + 1.485 0.014 + 0.255 36 0 / + 4.456 + 0.586 0.600 4.183 + 3.064 + 2.351 + 2.602 + 1.362 0.046 + 0.233 37 644 + 7.574 + 6.534 + 0.890 0.151 + 5.745 + 4.541 + 3.262 + 3.673 + 1.972 T 5.059 + 0.507 38 0 / + 5.441 + 0.634 0.126 + 5.640 + 3.923 + 5.242 + 3.634 + 1.829 + 3.488 + 0.298 * Plus indicates downward deflection; minus indicates upward deflection.

TABLE B-20 - LOCATION OF STRAIN GAGES ON CONCRETE Gage No.* Location 1 1" North of line C. 4" below slab 2 1" West of line 4. 4" below slab. 3 On line C. 4" below slab. 4 1" East of line 4. 4" below slab. 5 1" North of line C. 5V2" West of column face. 6 On line C. 3" East of column face 7 1" West of line 3 • 2^/4" South of column face. 8 1" West of line 5 • 2̂ /2" North cf column face. 9 On line D. 5" East of column face 10 2" East of line 3 • 2 /̂2" South of column face. 11 1/2" South of line 4. 2Y2" West of column face. 12 On line 4. North of column face. 13 2" East of line 4. 5V2" South of column face. 14 1" West of line 3• 3" North of column face. 15 On line E. East of column face. 16 On line 5. South of column face. 17 On line 5. North of column face. 18 On line D. East of column face. 19 On line D. West of column face. 20 At panel center. 21 At panel center. * See Fig. 25 B.58

TABLE B-21 - LOCATION OF STRAIN GAGES ON REINFORCEMENT Bar Concrete Gage Size Cover, Location No.* No. i n . 30 8 1" North of l i n e C. l4" West of l i n e 4. 31 11 2 1" North of l i n e C. Midway between l i n e s 3 and 4. 32 11 2" South of l i n e C. 16" East of l i n e 3- 33 11 2V4 l4" South of l i n e C. 2" West of l i n e 3- 34 11 2V2 2" West of l i n e 3- Midway between l i n e s C and D. 35 10 2V4 18" North of l i n e D. 1" West of l i n e 3- 36 10 3 4" South of l i n e D. 15" East of l i n e 3- 37 11 2V2 On l i n e D. Midway between l i n e s 3 and 4 . 38 11 2V2 On l i n e D. 13̂ /2" West of l i n e 4. 39 11 2V4 15" North of l i n e D. 2̂ /2" East of l i n e 4. 40 11 2" East of l i n e 4. Midway between l i n e s c and D. 41 11 l4" South of l i n e C. 2" East of l i n e 4. 42 10 174 2V2 16" South of l i n e D. 2" West of l i n e 3- 43 7 2" East of l i n e 5' Midway between l i n e s D and E. 44 11 36" North of l i n e E. 2̂ /2" East of l i n e 3. 45 10 2 On l i n e E. 17" East of l i n e 3- 46 11 1 12" South of l i n e C. 1̂ /2" East of l i n e 5. 47 11 2V2 1-̂ /2" West of l i n e 5- Midway between l i n e s C and D. 48 11 IV4 10" North of l i n e D. 1" West of l i n e 5- 49 11 3 2" South of l i n e D. 12" East of l i n e 5- 50 11 2V2 On l i n e D. Midway between l i n e s 5 and 6 51 10 2V2" South of l i n e D. 15" West of l i n e 6. 60 10 On l i n e C. Midway between l i n e s 3 and 4 61 11 On l i n e j). Midway between l i n e s C and D 62 10 On l i n e D. Midway between l i n e s 5 and 4 63 11 V 4 On l i n e 4. Midway between l i n e s C and D 64 8 5 At panel center. 65 11 At panel center. 66 11 74 On l i n e 3• Midway between l i n e s D and E 67 7 1 On l i n e E. Midway between l i n e s 3 and 4 68 9 2V4 At panel center. 69 10 1 At panel center. 70 11 - South face of column. Below edge beam. 71 11 On l i n e 5• Midway between l i n e s 3 and 4 72 11 On l i n e D. Midway between l i n e s 5 and 6 73 8 At panel center. 74 11 3 At panel center. * See F i g . 24 B .39

TABLE B-22 - MEASURED STRAINS FOR TEST I Strain in Millionths* Load No. Load, psf Gage Number 1 2 5 4 5 6 7 8 9 10 11 12 13 1 47 -20 -10 4-10 - 5 - 30 0 - 20 - 40 + 5 -20 - 15 -20 - 20 2 121 -55 -20 +30 -10 -110 +5 - 45 - 70 ••15 -30 - 40 -25 - 90 5 194 -50 -50 440 -10 -190 0 - 70 - 90 420 -40 - 65 -30 -160 4 251 -65 -40 +50 -20 -250 0 - 90 -110 420 -45 -80 -50 -210 5 275 -70 -50 4^0 -50 -500 -5 -110 -120 420 -50 -loo -50 -250 6 310 -80 -60 4-70 -40 -555 -10 -125 -125 420 -55 -110 -60 -500 7 546 -90 -60 4 8 0 -50 -400 0 -155 -150 4 3 0 -65 -150 -65 -540 8 0 -10 4-10 +30 -15 - 80 0 - 55 - 90 +15 -50 - 30 -30 - 80 9 542 -85 -50 4 6 0 -40 -575 0 -150 -l4o 425 -60 -120 -65 -550 10 582 -90 -50 4 9 0 -55 -420 0 -150 -150 +50 -80 -150 -70 -570 11 421 -100 -60 4-105 -60 -450 -10 -160 -150 +35 -80 -170 -70 -410 12 461 -115 -70 4-105 -70 -500 -15 -180 -160 +35 -90 -190 -80 -455 15 500 -120 -70 4-120 -.80 -540 -20 -190 -160 440 -90 -210 -85 -505 14 0 -20 420 4 6 0 -15 -160 0 -60 -120 »20 -60 - 50 -40 -145 15 500 -120 -70 4-130 -80 -555 -15 -200 -180 440 -95 -220 -90 -520 w o * Plus indicates tension; minus indicates compression.

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/. T

TABLE B-22 - MEASURED STRAINS FOR TEST I Str a i n i n Millionths* Load No. Load, psf Gage numiber 20 21 30 31 32 33 35 36 37 38 39 40 1 hi -20 -5 +10 +5 +10 +10 0 0 0 -15 0 +10 +10 2 121 -25 -15 +4o +15 +4o 420 0 +30 +5 -5 0 425 420 5 19*̂ -30 -25 ^ 5 +25 +70 +30 +10 +55 0 -10 0 tho +30 k 231 -ko -25 +80 •^5 490 +4o +10 H70 +5 -5 0 +55 +50 5 273 -50 -30 +90 Ĵ̂ 5 +110 +Ĵ 5 +15 +180 +5 -5 0 +65 +55 6 310 -50 -35 +100 +55 +130 +50 420 +190 +10 0 +5 +75 +70 7 ^k6 -50 -35 +110 +65 +150 +55 +25 4205 +10 0 +10 +«5 +65 8 0 -ko -25 -30 •«^5 +4o 0 +5 440 0 -10 -20 +35 +35 9 ^h2 -60 -45 +100 ^65 +150 +50 420 +205 +10 -10 +10 4«5 +90 10 382 -65 -45 +120 +70 +165 +60 +25 +220 +10 -10 +10 +95 +100 11 421 -65 -50 +130 +75 +180 +70 +30 4220 +15 -5 420 +105 +120 12 461 -70 -55 +150 ^3 +210 +80 +35 +240 +20 0 +25 +120 +185 13 500 -70 -55 +160 +95 +250 490 440 +250 420 0 +30 +135 +210 Ik 0 -60 -35 -20 +45 ^3 +10 +15 +185 +10 -20 +10 +55 +135 15 500 -80 -65 +150 fl05 +235 +90 +40 +255 +20 0 +30 +l45 4250 * Plus indicates tension; minus indicates compression.

TABLE B-22 - MEASUEED STRAINS FOR TEST I Str a i n i n Millionths* Load No. Load, psf Gage Numlaer 20 21 30 31 32 33 3'4 35 36 37 38 39 40 16 5*̂ 0 -80 -65 +160 +115 +260 noo +50 •1270 +20 +5 +4o +155 +275 17 566 -80 -65 +170 +125 +280 +110 +55 +275 +25 +5 +50 +170 +320 18 605 -85 -70 +185 +lij-5 +305 +120 +60 +290 +30 -5 +55 +185 +350 1? 645 -90 -75 +195 +120 +330 +130 +70 +300 +30 0 +65 +205 +385 20 0 -65 -5 +70 +125 +15 +4o +210 +5 -20 0 7̂5 +250 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 658 -ko -30 +175 465 +225 +95 +20 +75 0 +15 +50 +150 +190 763 -50 -ko +200 +120 +285 +110 +25 •^5 0 +15 +60 +180 +250 2h 81̂ 3 -60 -50 +215 +160 +3*̂ 0 +130 +35 +105 0 +15 +70 +205 +295 25 895 -80 -60 -170 +30 +485 +90 +60 +65 -10 +60 -5 +505 +l4o 26 579 -90 -50 -135 0 +730 n4o +195 +135 +10 +185 -10 +7^0 +130 27 k7k -100 -80 -135 -35 ' 4620 +1̂ 5 +250 +150 +10 +4l5 -10 4645 +60 28 0 -105 -90 -115 -160 +700 ' +70 +230 +105 -10 +4l5 -30 +760 -70 -7 * Plus indicates tension; minus indicates compression.

TABLE B-22 - MEASURED STRAINS FOR TEST St r a i n i n Millionths* w -p- Load No. Loda, psf 4y 61 03 6. 65 JO 6L 1 47 +c:0 0 0 ->5 -10 -10 -•dO -50 -20 -15 y l y l +60 +10 +60 -ii5 +10 +10 -10 -45 -40 -30 194 +100 +15 +130 -15 +iiO +55 +10 -10 -50 -50 4- • O l +130 +i;5 +170 -5 +i!-0 +85 ••4i5 +15 -55 -50 5 ^73 +160 +cjO •KilO \j +45 +135 +35 +60 -05 -60 6 310 +160 -I4i5 +*;4-5 +5 +DO +155 +50 +50 -195 -70 7 +i;00 +:)0 +ii65 •feO 460 +£;So + 0 O +70 -ylO -80 o 0 ••20 +15 -50 -90 -40 -75 -70 -140 -50 -10 o 342 +180 +30 +230 0 +65 +230 +40 +30 -60 -70 10 362 +205 +3> +265 +15 +70 +255 +45 +40 -90 -80 11 421 ••225 +40 +290 +25 +05 +275 +60 +70 -90 -85 12 461 +250 +50 +330 +45 +100 +315 +80 +90 -90 -90 13 500 +275 +50 +380 +70 +120 +350 ••95 +130 -100 -100 14 0 •|40 +25 -10 -105 -10 -95 -100 -140 -60 -10 15 500 +270 +50 +370 +55 +120 +355 +90 +90 -100 -95 * Plus indicates tension; minus indicates compression.

TABLE B-22 - MEASURED STRAINS FOR TEST I Str a i n i n Millionths* Loac No. Load J psf Gage Number i n 60 61 62 63 6k 65 66 68 15 5^0 +290 +55 +UI5 +75 +l'tC +335 +110 +100 -105 -100 17 566 +310 +60 +î UO +90 +150 +405 +120 +115 -110 -105 IC 605 +350 +60 +kCO +110 +̂ î̂ 5 +145 +190 -105 -110 19 61̂ 5 +355 +55 +510 +90 +135 +4-05 +170 +175 -115 20 0 +'')0 +' I'O +20 -?5 0 -100 +15'v3 -60 -10 21 0 c 0 0 0 0 u 0 iD 0 22 +300 +20 +500 +220 +195 +4-25 +295 +ii-20 -50 -115 25 76:- +355 +20 +590 +255 +230 +505 +4S5 r- -135 2h +^30 +20 +675 +2'';0 +2JC +575 +515 +510 -TO _ T " 25 •-•55 -50 +5 -70 +200 +20-^ +350 +3-30 -75 -1^5 26 57S' +20 +.•̂C -2: J +250 +250 -235 +220 / — 1 r \ » - 1 +-0 +>«- +i''; +2.0 1 -2- c +20 - -J -5 +i;^0 i * Plus indicates tension; minus indicates compression.

TABLE B-23 - MEASURED STRAINS FOR TEST I I St r a i n i n Millionths* Load Load, Gage Number no. p s f 36 J*3 8 9 10 11 14 15 21 35 37 38 42 - + - + + - + + + + + 1 47 •90 20 25 0 15 05 30 10 10 05 10 10 85 - + - - + + - + + + + + - 2 121 155 10 80 40 25 10 35 30 10 10 05 35 85 - + - - + + - + + + + + - 5 196 IBO 30 120 70 60 30 20 65 30 30 30 70 70 - + - - + + - + 4- •I- + + - k 237 210 10 155 95 70 35 20 80 20 35 25 80 65 - + - + + 4- + 4- 4- + - 5 272 225 20 180 120 100 40 20 100 20 40 30 90 65 - + - - + + - + + + + + - 6 312 240 15 210 150 100 50 10 120 20 50 30 105 60 - + - - + + - + + + — * + - 7 347 260 20 230 165 110 60 10 3̂ 0 20 60 40 120 60 - + - + + + - + + + + - 8 0 90 10 40 20 30 10 0 20 40 25 125 - + - + + + + + + + + - 9 251 240 40 210 16? 120 80 05 130 20 60 200 120 90 + - + + + + + + + + - 10 ? ? l 245 40 230 180 160 95 10 150 20 70 180 l40 80 - + - - + + + + + + + - n 4i8 250 30 260 200 170 85 0 155 15 60 180 150 85 + - - + + + + + + + - 12 458 270 295 235 195 100 0 170 10 65 170 160 75 - + - - + + + + + 4- - 4?9 280 20 345 270 235 135 0 170 0 70 170 170 60 - + - - + + - + - + + 4. '4-' •••• Ik 0 110 70 65 05 90 80 25 n o 20 25 150 40 115 - + - - + + + + - + + 4- - 15 4?? 290 ?5 poo 280 245 180 10 180 10 70 220 180 70 tIJ * Plus indicates tension; minus indicates compression.

TABLE B-23 - MEASURED STRAINS FOR TEST Stra i n i n Millionths* I I td Load No. Load, ps f Gage Nvoaber 8 9 10 11 14 15 21 35 36 37 38 42 16 539 310 + 30 420 310 + 270 + 200 + 10 + 190 15 + 70 4- 220 + 190 70 17 566 315 + 20 450 340 + 280 + 220 + 10 + 190 20 + 70 + 220 •I- 200 5̂ 18 607 430 + 20 700 380 + 05 / + 10 + 240 30 + 100 + 230 + 250 130 1? 0 285 10 390 60 + 20 / 30 + 90 40 + 60 + 200 + 115 200 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 607 10 30 25 320 40 / 10 + 20 25 60 + 40 05 50 22 ^7 50 ?o 30 345 35 / 30 + 15 + 05 50 + 50 + 05 + 30 22..-. $96 10 20 25 ?7? 30 / 10 + 35 + 50 15 + 50 + 35 + 20 728 P5 50 25 390 20 / 20 + 25 + 55 50 + 55 + 25 + 80 25 566 0 30 35 285 40 / 10 + 30 + 100 40 + 60 + 35 + 90 S6 594 + 05 135 100 7765 20 / 10 + + 120 05 10 + • •+•" 100 27 0 + l'̂ 95 75 7775 + / 10 + + 80 10 15 + 25 + 70 * 1 * Plus indicates tension; minus indicates compression.

TABLE B-23 - MEASURED STRAINS FOR TEST I I St r a i n i n Millionths* Load No. Load, p s f Gage Number 44 45 61 62 64 66 67 68 69 70 1 47 + 05 + 60 10 45 + 55 0 + 40 0 1P1 05 + 110 100 + 10 95 + 135 + 10 + 110 + 15 + 15 IQ6 + 10 + 170 125 + 40 125 + 255 + 50 + 190 + 45 + 40 P^7 + 15 + 210 150 + 50 155 + 295 + 45 + 23!0 + i.$0 + 70 P79 + 25 + 285 170 + 65 185 + 555 + 65 + d70 + '-75 + 80 + 15 + i4o 185 + 80 205 + 405 + 150 + 505 + 90 + 105 7 + + 180 200 + 95 225 + 455 + 185 + 540 + 100 + 130 A 0 + + l40 80 + 80 h 15 + no + - 15 t 10 + 50 Q 1«51 + 75 + 410 185 + 100 205 + 405 + 230 + 300 + 120 + 110 10 1Q1 & 85 & 480 205 + 120 225 + 455 + 260 + 340 + J40 + 130 11 + 90 + 500 am 220 + 120 240 485 + 280 550 + 240 + i4o 12 + 105 + 570 230 + 335 245 + 555 + 550 + 380 + 160 4- 160 499 + 125 640 235 + 150 255 + 595 + 590 + 420 + 175 + 180 14 0 + 95 + 250 105 0 h + 15 + 250 + 40 + 50 •I- 70 0 IS... 4qQ + i6o 680 230 + i6o 245 + 6l5 + 450 + 440 + 200 + 205 * Plus indicates tension; minus indicates compression.

TABLE B-23 - MEASURED STRAINS FOR TEST I I S t r a i n i n Millionths* Load. No. Load, psf Gage Nimiber kk 61 62 6k 66 67 68 69 70 16 + 170 730 2^0 + 170 255 660 185 + + + 220 I T 566 + 190 785 2k0 + 185 255 + 705 + 530 + 500 + 220 + 2k5 18 607 + 100 + 760 360 + 180 2k^ + 285 U85 + 385 + 210 + 250 19 0 + 155 + 270 220 + 10 55 190 + 280 + 05 + 65 + 620 20 0 0 0 0 0 0 0 0 0 0 0 21 607 25 + llfO + 10 + 115 120 + 90 + 300 + 310 25 + ko 22 6k7 25 + 180 + 20 + 120 + 110 + 370 210 4. 05 + 60 25 686 25 kko + 20 + 205 + 130 + 530 + 165 + 30 + 90 2k 728 + 2? + 180 260 + 140 + 560 + 160 + 35 + 150 566 65 + 650 + 30 + 205 310 + 110 liBo + 100 25 + 160 26 ^9k h + 670 + 05 215 170 + 110 + 100 + 170 295 + 225 27 0 + 495 + 20 300 100 + 60 + 10 + 70 335 + 60 • * Plus indicates tension; minus indicates compression.

TABLE B-24 - MEASURED STRAINS FOR TEST I I I S t r a i n i n Millionths* Load Load, Gage Number No. p s f 16 17 18 19 46 48 l̂ 9 50 51 71 72 73 + + + + - + - + - + + + 1 49 OS 10 10 55 750 20 10 70 40 120 30 20 ^ + am + + + + + + + 2 320 20 20 10 50 415 0 l 40 100 180 50 50 30 2 + + + + + + + + + eat 15 10 0 30 385 10 100 100 240 410 70 30 tm + + + + + + + + + 5 197 50 50 10 30 355 20 165 i4o 240 420 70 110 60 + + + + + + + + + 4 2̂ 2 40 50 20 30 345 20 180 150 250 430 80 65 + _ + + + + + + + + 27'5 "50 40 30 30 3̂ 5̂ 10 200 155 245 430 95 150 75 ^ + + + + + + + + $ ^10 60 •50 30 30 350 0 210 160 240 430 105 170 80 ^ + + + + + + + • + 7 4̂«5 70 40 30 345 0 220 ITO 240 450 120 190 100 •f + + - + + + + mm - 0 0 10 20 55 395 30 170 90 240 380 20 10 15 <f + + + + + + + 9 542 80 60 40 25 335 0 185 165 240 460 l 4 0 190 170 + - + + + + + + + + 382 100 70 50 25 315 10 210 200 240 470 210 190 + - + + + + + + + + n 422 110 80 60 20 300 20 215 210 240 48^ 160 230 210 _ + - + + + + + + + + 465 120 90 70 20 295 25 230 230 240 500 180 260 230 + _ + + + + + + + + •505 100 80 20 285 30 240 245 245 510 200 280 260 + _ + + + + - - - JL'f 0 .15. . 0 10 375 20 170 120 240 390 40 20 10 w o * Plus indicates tension; minus indicates compression.

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? 120 100 10 270 40 270 280 250 550 250 525 300 - - + - + + + + + + + + 604 170 125 100 10 26? 50 280 290 250 555 250 550 310 644 - - - + - + + + + + + + + 19 180 135 115 05 265 50 285 300 250 570 250 550 550 - + - + + + + + - - 20 0 20 10 10 30 575 90 50 l4o 240 400 55 20 10 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 644 - - - - + + + + - + + + + 22 170 115 115 30 125 70 95 195 10 170 320 400 595 - - - + + + + - + + + + 2? ,725 190 135 l40 155 75 85 200 15 180 370 455 445 - - - + + + + - + + + + 24 805 220 160 170 60 185 100 li*5 270 25 215 420 505 495 - - - - + + + + - + + + 25 885 240 175 190 80 185 100 125 270 10 250 470 555 51̂ 5 - - - - + + + + - + + + + 26 1046 310 245 270 120 240 120 165 570 05 290 590 665 665 - - - - + + + . V . + - + + + + 27 1288 425 365 380 210 505 l4o 215 480 05 570 780 805 855 - - - - + + + + + + + + + 28 1489 505 520 310 370 170 285 600 05 460 1110 955 1055 - - - + + + + + + + + + 2? 1750 660 755 720 500 480 190 575 765 0? 123? 1425 * Plus indicates tension; minus indicates compression.

TABLE B-24 - MEASURED STRAINS FOR TEST I I I S t r a i n i n Millionths* Load No. load, p s f Gage Number 16 17 18 19 46 47 1 48 ^9 50 51 71 72 73 ^0 1Q72 mm 270 1055 840 690 4- 615 4- 200 460 4" 1000 4" 05 4- 755 4- 10075 4- 8990 4- 2235 3X 0 + 28Q0 925 170 \^ 95 mm 90 + 260 4- 430 h 4" 145 4- 7890 4- 7565 4- 915 3S 1449 4- 2590 / 1 / / / / 1 / / / / 644 / / I mm 830 4- 360 250 4- 25 4- 40 65 4" 900 + 8650 4- 7870 + 1975 0 4- 2S80 / 1 520 4- 135 235 110 60 85 4- 540 4- 8240 4- 7315 4- 1265 35, 4- 2490 / 1 1315 225 340 65 5̂ 35 4* 1J510 4- 8900 / 4- 2240 0 4- 24';o / I 970 280 •¥ 1370 175 170 80 4- 855 4- 8390 / 4" l̂ tSS VT 644 4- 2^40 / / 1450 245 4- l4l5 155 110 55 4- 2220 4" 8740 / 4- 305 0 4- / / io6o 300 4- 615 215 210 105 4- 1805 4- 8300 0 4- 1525 w ro * Plus indicates tension; minus indicates compression.

TABLE B-2i+ - MEASURED STRAINS FOR TEST I I I S t r a i n i n Millionths* Load No. Load, ps f Gage Number 7i* i 1 k^ + .40 2 120 + 65 2 teat + 70 .5 197 + no k 252 + 125 275 + 150 6 310 + 165 T + 190 8 0 + 9 J>k2 + 220 10 382 + 2k0 11 k22 + 265 12 k63 + 290 503 + Ik 0 + 20 * Plus indicates tension; minus indicates compression.

TABLE B-2k - MEASURED STRAINS FOR TEST I I I S t r a i n i n Millionths* Load No. Load, p s f Gage Nxsnber 71* i 503 + 320 L6 + 17 + 370 18 60i* * 380 1? 641* + 1*05 20 0 + 30 21 0 0 22 6M* + 1*00 2? 725 + 1*55 2k 805 + 515 2? 885 + 570 26 101*6 + 700 27 1288 + 895 28 11*89 + 1100 ,2? 1730 + ll*00 •P- * Plus indicates tension; minus indicates compression.

TABLE B-24 - MEASURED STRAINS FOR TEST I I I S t r a i n i n Millionths* Load No. Load, p s f Gage Number 74 i 30 1972 + 1910 31 0 + 6io 32 1449 / 33 644 + 1020 34 0 + 445 35 644 645 36 0 + no 37 644 / 38 0 95 * Plus indicates tension; minus indicates compression

TABLE B-25 - SECTION PROPERTIES IN COLUMN AREAS Column No. Average Concrete Thickness, i n . Reinforcement Direction Concrete Cover, i n . Average Bar Depth Both Directions,* i n . E f f e c t i v e Depth of Reinforcement, i n . Ck 2k.03 E-W N-S 5.56 3.61 5.28 18.75 C5 24.13 E-W N-S 2.93 0.93 2.63 21.50 Dk 24.04 E-W N-S 5.16 2.59 4.58 19.46 D5 23.65 E-W N-S 3.08 1.89 3.19 20.46 E3 30.26 E-W N-S 2.25 0.25 1.95 28.31 El+ 30.83 E-W N-S 4.00 2.00 3.70 27.13 * Calculated for No. 11 bars, B.56

TABLE B-26 - SHEAR CONE ANGLE WITH HORIZONTAL* Line No. Column C4 Angle, degrees Column C5 Angle, degrees Column D4 Angle, degrees Column D5 Angle, degrees Column E5 Angle, degrees Column E 4 Angle, degrees 0-1 29 27 45 58 - - 0-2 35 35 55 44 - - 0-3 56 56 59 59 55 55 0-4 44 51 45 - - - 0-5 61 41 25 41 - - 0-6 55 57 55 50 - - 0-7 39 41 57 51 56 40 0-8 55 44 58 24 - - * See F i g . C-62 B.57