Question
Using the AISC equations, select from Appendix $B$ the lightest-weight structural $\mathrm{A} 992$ steel column that is 30 ft long and supports an axial load of 200 kip. The ends are fixed.
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Let's choose W14x40 which has an area of 11.7 square inches and a radius of gyration, r, of 2.4 inches. Show more…
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Using the AISC equations, select from Appendix B the lightest-weight wide-flange $\mathrm{A} 992$ steel column that is $30 \mathrm{ft}$ long and supports an axial load of 200 kip. The ends are fixed.
Using the AISC equations, select from Appendix B the lightest-weight structural $\mathrm{A} 992$ steel column that is $12 \mathrm{ft}$ long and supports an axial load of 40 kip. The ends are fixed.
Using the AISC equations, select from Appendix B the lightest-weight wide-flange $\mathrm{A} 992$ steel column that is $12 \mathrm{ft}$ long and supports an axial load of 20 kip. The ends are pinned.
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