A simply supported beam has a section given in (a), with normal-weight concrete compressive strength f.' = 4500 psi, flexural reinforcement strength f, = 60,000 psi, and shear reinforcement strength fy= 40,000 psi. The load in given as shown in (b). 34 in. D - 1.3 kips/t L = 1.6 kips/ft 6 in. { = 30 t 14 in. d = 24 in.
A simply supported beam has a section given in (a), with normal-weight concrete compressive strength f.' = 4500 psi, flexural reinforcement strength f, = 60,000 psi, and shear reinforcement strength fy= 40,000 psi. The load in given as shown in (b). 34 in. D - 1.3 kips/t L = 1.6 kips/ft 6 in. { = 30 t 14 in. d = 24 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use No. 4 stirrups for regions where transverse reinforcement is required, what is the maximum allowed spacing Smax per ACI Table 9.6.3.4 and Table 9.7.6.2.2

Transcribed Image Text:A simply supported beam has a section given in (a), with normal-weight concrete compressive
strength f.' = 4500 psi, flexural reinforcement strength f,= 60,000 psi, and shear reinforcement
strength fy = 40,000 psi. The load in given as shown in (b).
34 in.
D = 1.3 kips/ft
L = 1.6 kips/ft
h, - 6 in.
( = 30 1t
14 in.
(а)
(b)
d = 24 in.
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