Complete the following problems. Assume normal weight concrete, f'c = 4 ksi, fy = 60 ksi, tension reinforcement at yield, &₁ = &y = fy/E = 60ksi/29000ksi = 0.002 Problem 1. a Wo= 3k/1 WL = 4K/1 ↓ 14" 10' Stimups #4@6"e/c CHECK THE BEAM FOR BENDING CRITERIA, 10*M.>Mu] CHECK THE BEAM FOR SHEAR CRITERIA. [**Vn≥ Vu = *(Vc + Vs)≥ Vu] 4#8 16"

Structural Analysis
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Chapter2: Loads On Structures
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Complete the following problems. Assume normal weight concrete, f'c = 4 ksi, fy = 60 ksi,
tension reinforcement at yield, &₁ = &y = fy/E = 60ksi/29000ksi = 0.002
Problem 1.
a
Wo= 3k/1
WL = 4K/1
↓
14"
10'
Stimups
#4@6"e/c
CHECK THE BEAM FOR
BENDING CRITERIA, 10*M.>Mu]
CHECK THE BEAM FOR SHEAR CRITERIA.
[**Vn≥ Vu
= *(Vc + Vs)≥ Vu]
4#8
16"
Transcribed Image Text:Complete the following problems. Assume normal weight concrete, f'c = 4 ksi, fy = 60 ksi, tension reinforcement at yield, &₁ = &y = fy/E = 60ksi/29000ksi = 0.002 Problem 1. a Wo= 3k/1 WL = 4K/1 ↓ 14" 10' Stimups #4@6"e/c CHECK THE BEAM FOR BENDING CRITERIA, 10*M.>Mu] CHECK THE BEAM FOR SHEAR CRITERIA. [**Vn≥ Vu = *(Vc + Vs)≥ Vu] 4#8 16"
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