Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Problem#1) For the post-tensioned beam shown in the figure find the maximum usable moment capacity at midspan. Aps = 10(0.153 in?)= 1.53 in? -c.g.c. 4" -4-#10 20'-0" (As = 5.08 in?) 40'-0" 110" Material Properties: fe = 5 ksi fpu = 270 ksi fy = 60 ksi 24" %3D 16" Section
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Transcribed Image Text:Problem#1) For the post-tensioned beam shown in the figure find the maximum usable moment capacity at midspan. Aps = 10(0.153 in?)= 1.53 in? -c.g.c. 4" -4-#10 20'-0" (As = 5.08 in?) 40'-0" 110" Material Properties: fe = 5 ksi fpu = 270 ksi fy = 60 ksi 24" %3D 16" Section
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