A 16-ft long pin-pin column has to support a dead load of 100 kips and a live load of 280 kips. Using column selection tables from the Steel Manual select columns for the given shapes. All selections should be structurally safe and least weight. 50-ksi W-section (W10, 12, 14 only) 35-ksi pipe (standard, x-strong, xx-strong) 46-ksi rectangular HSS 46-ksi square HSS 42-ksi round HSS
A 16-ft long pin-pin column has to support a dead load of 100 kips and a live load of 280 kips. Using column selection tables from the Steel Manual select columns for the given shapes. All selections should be structurally safe and least weight. 50-ksi W-section (W10, 12, 14 only) 35-ksi pipe (standard, x-strong, xx-strong) 46-ksi rectangular HSS 46-ksi square HSS 42-ksi round HSS
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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4. A 16-ft long pin-pin column has to support a dead load of 100 kips and a live load of 280 kips. Using column selection tables from the Steel Manual select columns for the given shapes. All selections should be structurally safe and least weight.
50-ksi W-section (W10, 12, 14 only)
35-ksi pipe (standard, x-strong, xx-strong)
46-ksi rectangular HSS
46-ksi square HSS
42-ksi round HSS
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Step 1: Introduce the problem statement
VIEWStep 2: Determine load capacity according to LRFD
VIEWStep 3: Define general behaviour for all compression members
VIEWStep 4: Select appropriate 50-ksi W-section
VIEWStep 5: Select appropriate 35-ksi pipe
VIEWStep 6: Select appropriate 46-ksi rectangular HSS
VIEWStep 7: Select appropriate 46-ksi square HSS
VIEWStep 8: Select appropriate 42-ksi round HSS
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