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6-2, 6-3, 6-4, and 6-5 Compute $V for the cross sections shown in Figs. P6-2, P6-3, P6-4, and P6-5. In each case, use f = 4000 psi and fyt 40,000 psi, and assume A, = 1.0. For Problem P6-3, use lightweight concrete (100 lb/ft³). =

6-2, 6-3, 6-4, and 6-5 Compute $V for the cross sections shown in Figs. P6-2, P6-3, P6-4, and P6-5. In each case, use f = 4000 psi and fyt 40,000 psi, and assume A, = 1.0. For Problem P6-3, use lightweight concrete (100 lb/ft³). =

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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6-2, 6-3, 6-4, and 6-5 Compute V for the cross sections shown in Figs. P6-2, P6-3, P6-4, and P6-5. In each case, use f = 4000 psi and fyt = 40,000 psi, and assume λ = 1.0. For Problem P6-3, use lightweight concrete (100 lb/ft³).
Transcribed Image Text:6-2, 6-3, 6-4, and 6-5 Compute V for the cross sections shown in Figs. P6-2, P6-3, P6-4, and P6-5. In each case, use f = 4000 psi and fyt = 40,000 psi, and assume λ = 1.0. For Problem P6-3, use lightweight concrete (100 lb/ft³).
Fig. P6-5 5" No. 4 stirrups at 10" 0.c. 15" 5" 20"
Transcribed Image Text:Fig. P6-5 5" No. 4 stirrups at 10" 0.c. 15" 5" 20"
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