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 2. (i) Tension reinforcement is at fy (ii) Normal weight concrete fc = 4ksi; by = 60 ksi @ WHAT IS THE DESIGN 14" Stimups #30440 SHEAR CAPACITY OF THE BEAM? [**V₁ = *(Vc + Vs)] b DOES THE SHEAR STEEL MEET MINIMUM AREA REQUIREMENTS? 20"

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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
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 2.
(i)
Tension reinforcement is at fy
(ii) Normal weight concrete
fc = 4ksi; by = 60 ksi
@ WHAT IS THE DESIGN
14"
Stimups
#30440
SHEAR CAPACITY OF THE BEAM?
[**V₁ = *(Vc + Vs)]
b DOES THE SHEAR STEEL MEET
MINIMUM AREA REQUIREMENTS?
20"
Transcribed Image Text:Problem 2. (i) Tension reinforcement is at fy (ii) Normal weight concrete fc = 4ksi; by = 60 ksi @ WHAT IS THE DESIGN 14" Stimups #30440 SHEAR CAPACITY OF THE BEAM? [**V₁ = *(Vc + Vs)] b DOES THE SHEAR STEEL MEET MINIMUM AREA REQUIREMENTS? 20"
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