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3. The short column shown in Fig. P9.4 will be subjected to an eccentric load causing uniaxial bending about the Y axis. Material strengths are f = 60 ksi and (a) Construct the nominal strength interaction curve for this column, calculating no fewer than five points, including those corresponding to pure bending, pure axial thrust, and balanced failure. (b) Compare the calculated values with those obtained using Graph A.10 in Appendix A. 20"- Ast 6 No. 10 (No. 32) 15" X 3k 137

3. The short column shown in Fig. P9.4 will be subjected to an eccentric load causing uniaxial bending about the Y axis. Material strengths are f = 60 ksi and (a) Construct the nominal strength interaction curve for this column, calculating no fewer than five points, including those corresponding to pure bending, pure axial thrust, and balanced failure. (b) Compare the calculated values with those obtained using Graph A.10 in Appendix A. 20"- Ast 6 No. 10 (No. 32) 15" X 3k 137

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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3. The short column shown in Fig. P9.4 will be subjected to an eccentric load causing uniaxial bending about the Y axis. Material strengths are f = 60 ksi and (a) Construct the nominal strength interaction curve for this column, calculating no fewer than five points, including those corresponding to pure bending, pure axial thrust, and balanced failure. (b) Compare the calculated values with those obtained using Graph A.10 in Appendix A. 20"- Ast 6 No. 10 (No. 32) 15" X 3k 137
Transcribed Image Text:3. The short column shown in Fig. P9.4 will be subjected to an eccentric load causing uniaxial bending about the Y axis. Material strengths are f = 60 ksi and (a) Construct the nominal strength interaction curve for this column, calculating no fewer than five points, including those corresponding to pure bending, pure axial thrust, and balanced failure. (b) Compare the calculated values with those obtained using Graph A.10 in Appendix A. 20"- Ast 6 No. 10 (No. 32) 15" X 3k 137
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