l MetroPCS 12:08 AM 1 27% Back Problem 3 6. The span length and cross section of e are shown. The beam is ue The concrete and reinforcing steel 3100 lbf/in, f, = 35,000 lbf/in. and A,ミ2.5 are 4 ft live load, P dead load, Wo7 lbf/ft 9.5 in 16 in 13 in steel reinforcing bars beam cross 8 ft The balanced reinforcing steel ratio for this beam accordance with ACI specifications is most nearly (A) 0.037 (B) 0.046 (C) 0.051 (D) 0.058 Problem 4 l MetroPCS 12:08 AM 1 27% Back Problem 3 6. The span length and cross section of e are shown. The beam is ue The concrete and reinforcing steel 3100 lbf/in, f, = 35,000 lbf/in. and A,ミ2.5 are 4 ft live load, P dead load, Wo7 lbf/ft 9.5 in 16 in 13 in steel reinforcing bars beam cross 8 ft The balanced reinforcing steel ratio for this beam accordance with ACI specifications is most nearly (A) 0.037 (B) 0.046 (C) 0.051 (D) 0.058 Problem 4
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Engineering 2022-05-15 19:04:59