PL = 10 kips Wn = 2 kip/ft @ = 4 kip/ft %3D 3 # 11 bars (A) 2 in. 12 ft 30 in. 28 in. f = 5,000 psi; f, = 60,000 psi Unit weight of concrete = 150 lb/cu.ft. 12 in. a) Determine the required shear reinforcement at the most critical section b) Find the location on the beam at which shear reinforcement is not needed
PL = 10 kips Wn = 2 kip/ft @ = 4 kip/ft %3D 3 # 11 bars (A) 2 in. 12 ft 30 in. 28 in. f = 5,000 psi; f, = 60,000 psi Unit weight of concrete = 150 lb/cu.ft. 12 in. a) Determine the required shear reinforcement at the most critical section b) Find the location on the beam at which shear reinforcement is not needed
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:(Note: W, does not include beam weight)
PL = 10 kips
Wp = 2 kip/ft
O = 4 kip/ft
3 # 11 bars
(A)
2 in.
12 ft
30 in.
28 in.
f' = 5,000 psi; f, = 60,000 psi
Unit weight of concrete = 150 lb/cu.ft.
12 in.
a) Determine the required shear reinforcement at the most
critical section
b) Find the location on the beam at which shear
reinforcement is not needed
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