Tests of Reinforced Concrete Beams

Cover Tests of Reinforced Concrete Beams
Tests of Reinforced Concrete Beams
A N Arthur Newell Talbot
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2855 . 1169 . 0489 . 3575 5 5 2000 . 034 . 2881 . 1147 . 0513 . 3549 6 8 3000 . 043, . 2909 . 1118 . 0538 . 3520 9 10 4000 . 055 . 2940 . 1088 . 0568 . 3490 11 13' 5000 . 068 . 2974 . 1055 . 0606 . 3452 14 16 6000 . 086 . 3021 . 1008 . 0658 . 3398 . 00019 . 00020 7000 . 130! . 9078 . 0952 . 0727 . 3329 25 25 8000 . 141 . 3145 . 0896 . 0796 . 3258 30 30 Crack just outside N. Load, 8000 9000 . 180 . 3198 . 0835 . 08731. 3180 37 34 10000; . 212 . 3263 . 0771 . 0952 . 3100 44 39 52 ILLINOIS ENGINEE...RING EXPERIMENT STATION.
BEAM NO. 4. 5 -IN. KAHN BARS. (Continued. ) 1 Extensometer Reading Deformation Pj Jj2 a) 1 Remarks s TH I II III IV Steel Upper CM Q .
Fiber 11000 . 243 . 3327 j. 0711 . 1027 . 3026 . 00050 . 00045 Crack just outside S. Load, 11000 12000 . 266 . 3376 . 0660 . 1090 . 2965 57 49 13000 . 305 '. 3438 . 0600 . 1168 . 2891 62 54 14000 . 324 1 . 3502'. 0539 . 1243 . 2820 69 60 Extensometer III reset, 14000.
14000 . 1285 15000 . 368 . 3566 . 0477 . 1347 . 2749 73 65 16000 . 386 .


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