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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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