Problem 3: Refer to figure 3 Determine the design compressive strength if an HSS 10 x 6 x1/4 with Fy = 46 ksi is used as a column. The length is 35 feet. Both ends are pinned, and there is support against weak axis buckling at a point 10 feet from the top and 10 feet from the bottom. 10' 35' 15' 10' Strong axis Weak axis Figure 3

Problem 3: Refer to figure 3 Determine the design compressive strength if an HSS 10 x 6 x1/4 with Fy = 46 ksi is used as a column. The length is 35 feet. Both ends are pinned, and there is support against weak axis buckling at a point 10 feet from the top and 10 feet from the bottom. 10' 35' 15' 10' Strong axis Weak axis Figure 3

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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