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Use the interaction diagrams in Appendix A to select spiral-column cross sections to support the loads given in the accompanying list. In each case, use f'c-4,000 psi and fy=60,000psi, design the spirals and calculate the required splice lengths. Draw a typical cross section of the column showing the bars and spiral. a). Pu=750 kips, Mu= 235 kip-ft. b). Pu=525 kips, Mu= 221 kip-ft.

Use the interaction diagrams in Appendix A to select spiral-column cross sections to support the loads given in the accompanying list. In each case, use f'c-4,000 psi and fy=60,000psi, design the spirals and calculate the required splice lengths. Draw a typical cross section of the column showing the bars and spiral. a). Pu=750 kips, Mu= 235 kip-ft. b). Pu=525 kips, Mu= 221 kip-ft.

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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Use the interaction diagrams in Appendix A to select spiral-column cross sections to support the loads given in the accompanying list. In each case, use fc-4,000 psi and fy=60,000psi, design the spirals and calculate the required splice lengths. Draw a typical cross section of the column showing the bars and spiral. a). Pu=750 kips, Mu= 235 kip-ft. b). Pu=525 kips, Mu= 221 kip-ft.
Transcribed Image Text:Use the interaction diagrams in Appendix A to select spiral-column cross sections to support the loads given in the accompanying list. In each case, use fc-4,000 psi and fy=60,000psi, design the spirals and calculate the required splice lengths. Draw a typical cross section of the column showing the bars and spiral. a). Pu=750 kips, Mu= 235 kip-ft. b). Pu=525 kips, Mu= 221 kip-ft.
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