Jy Unit weight of concrete = 150 lb/cu.ft. Find the required Shear reinforcement needed at the most critical Section 12 in. Determine location on the beam where shear reinforcement is not necessary.

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Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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* Wp does not include beam weight
PL=lo kips
@p= 2 kip/ft
@₁ = 4 kip/ft
(Cantilever beam)
12 ft
(A)
f = 5,000 psi; f = 60,000 psi
Unit weight of concrete = 150 lb/cu.ft.
2 in.
28 in.
@Find the required Shear reinforcement needed at
the most critical Section
3 # 11 bars
12 in.
Determine location on the beam where shear reinforcement
is not necessary.
30 in.
Transcribed Image Text:* Wp does not include beam weight PL=lo kips @p= 2 kip/ft @₁ = 4 kip/ft (Cantilever beam) 12 ft (A) f = 5,000 psi; f = 60,000 psi Unit weight of concrete = 150 lb/cu.ft. 2 in. 28 in. @Find the required Shear reinforcement needed at the most critical Section 3 # 11 bars 12 in. Determine location on the beam where shear reinforcement is not necessary. 30 in.
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