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Complete the following problems. Assume normal weight concrete, f'c = 4 ksi, fy = 60 ksi, tension reinforcement at yield, &t=&y=fy/E = 60ksi/29000ksi = 0.002 Problem 1. Wo= 3k/1 WL = 4K/1 10! (a) CHECK THE BEAM FOR BENDING CRITERIA. CHECK THE BEAM FOR Stimups #4@6"e/c 14" 10 Mn > Mu] SHEAR CRITERIA. [*Vn ≥ Vu = $*(Vc + Vs) ≥ Vu] 4#8

Complete the following problems. Assume normal weight concrete, f'c = 4 ksi, fy = 60 ksi, tension reinforcement at yield, &t=&y=fy/E = 60ksi/29000ksi = 0.002 Problem 1. Wo= 3k/1 WL = 4K/1 10! (a) CHECK THE BEAM FOR BENDING CRITERIA. CHECK THE BEAM FOR Stimups #4@6"e/c 14" 10 Mn > Mu] SHEAR CRITERIA. [*Vn ≥ Vu = $*(Vc + Vs) ≥ Vu] 4#8

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Complete the following problems. Assume normal weight concrete, f'c = 4 ksi, fy = 60 ksi, tension reinforcement at yield, &t=&y=fy/E = 60ksi/29000ksi = 0.002 Problem 1. Wo= 3k/1 WL = 4K/1 (a) CHECK THE BEAM FOR Stimups #4@6" e/c BENDING CRITERIA. 10 Mn > Mu] CHECK THE BEAM FOR 14" SHEAR CRITERIA. [$*Vn ≥ Vu = *(Vc + Vs) ≥ Vu] 16" 4#8
Transcribed Image Text:Complete the following problems. Assume normal weight concrete, f'c = 4 ksi, fy = 60 ksi, tension reinforcement at yield, &t=&y=fy/E = 60ksi/29000ksi = 0.002 Problem 1. Wo= 3k/1 WL = 4K/1 (a) CHECK THE BEAM FOR Stimups #4@6" e/c BENDING CRITERIA. 10 Mn > Mu] CHECK THE BEAM FOR 14" SHEAR CRITERIA. [$*Vn ≥ Vu = *(Vc + Vs) ≥ Vu] 16" 4#8
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