An HSS 10 × 6 × 5 ⁄16 with Fy = 46 ksi is used as a column. The length is 16 feet. Both ends are pinned, and there is support against weak axis buckling at a point 6 feet from the top. a. Determine the design strength for LRFD. (kips)
An HSS 10 × 6 × 5 ⁄16 with Fy = 46 ksi is used as a column. The length is 16 feet. Both ends are pinned, and there is support against weak axis buckling at a point 6 feet from the top. a. Determine the design strength for LRFD. (kips)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An HSS 10 × 6 × 5 ⁄16 with Fy = 46 ksi is used as a column. The length is 16 feet. Both ends are pinned, and there is support against weak axis buckling at a point 6 feet from the top.
a. Determine the design strength for LRFD. (kips)
b. Determine the allowable strength for ASD. (kips)
Transcribed Image Text:6'
16'
10'
у-ахis
x-axis
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