. Stresses in the web reinforcement of restrained concrete beams. 103435 2870 2710 poyA3072 50202900 27902570 29052735 6261 nO7A 34oo40O0s 71 CI — 31^5 3710 23703440 29153550 28923495 61 60 31253290s ^. 3320 2390 31302700 2795 .2 6263 3250 3110 70702645 71 rfl 5150 £-0 f CJ 29952390 33152260 3155 ^.2 6260 3515 3690x 3220 3790s 3363 3740 33253270 29653440 3145 5355 6261 31153240x 31103330s 31123310 29502990 32903040 31203015 x Stored in dai ap roora. TABLE 3 COITT. co: CPRBSSIYE OF cilisders. Bee:.:Ho, AgeDays. Cylinders stor U • In Si
. Stresses in the web reinforcement of restrained concrete beams. 103435 2870 2710 poyA3072 50202900 27902570 29052735 6261 nO7A 34oo40O0s 71 CI — 31^5 3710 23703440 29153550 28923495 61 60 31253290s ^. 3320 2390 31302700 2795 .2 6263 3250 3110 70702645 71 rfl 5150 £-0 f CJ 29952390 33152260 3155 ^.2 6260 3515 3690x 3220 3790s 3363 3740 33253270 29653440 3145 5355 6261 31153240x 31103330s 31123310 29502990 32903040 31203015 x Stored in dai ap roora. TABLE 3 COITT. co: CPRBSSIYE OF cilisders. Bee:.:Ho, AgeDays. Cylinders stor U • In Si ma. it- B earns. ? . - X . 6Vl? 1 n Atr Sxl? i • XJU • • 396,1 4i 61 3660x 3770k 5^33715 J? rl W3^30 ?>—??- 3295 3^103362 6061 p^p3 3100 2? 10 312S30K5 -2920 3030 32352682 XQft o ./O • d 6f 39 3^S3 3223 35^-0 286033fl2 25303030 2*35295n 2990 6061 3363 31033Cg5^ 3050s 33353035 316529^0 35^02630 31522S10 ^ 61 59 35203520* 35002675X 35^0309^ 333528*5 29P03^5 315^31<5 far 4 • - jJ-**J ^ fi 1 \ pi! -rj-j v \ * I HI
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