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A rectangular concrete beam is subjected to a factored design shear force of 200 kips. For the beam shown below, determine the required stirrup size and spacing requirement. H = 37", d = 34.5", b = 16", f'c = 3800 psi.
A) #7 bars at 9"
B) #5 bars at 6"
C) #6 bar at 10"
D) #4 bar at 8"
20MM AGGRIGATE PASSING SHEDULE
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