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Use K= 1.0 and E = 29,000 ksi, Fy = 50 ksi. No need to check the local stability of the column. W10x33 A = 9.71 d = 9.730 tw = 0.290 bf = 7.960 tf = 0.435 rx = 4.190 ry = 1.940

Use K= 1.0 and E = 29,000 ksi, Fy = 50 ksi. No need to check the local stability of the column. W10x33 A = 9.71 d = 9.730 tw = 0.290 bf = 7.960 tf = 0.435 rx = 4.190 ry = 1.940

Structural Analysis
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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Determine the design compressive strength (kips) of a A36 steel column, W 10X33 with a total length of 20 feet (both pin-end connection). Use K= 1.0 and E = 29,000 ksi, Fy = 50 ksi. No need to check the local stability of the column. W10x33 ... A = d = 9.71 9.730 tw = 0.290 bf = 7.960 %3D tf = 0.435 rx = 4.190 ry = 1.940 Blank 1
Transcribed Image Text:Determine the design compressive strength (kips) of a A36 steel column, W 10X33 with a total length of 20 feet (both pin-end connection). Use K= 1.0 and E = 29,000 ksi, Fy = 50 ksi. No need to check the local stability of the column. W10x33 ... A = d = 9.71 9.730 tw = 0.290 bf = 7.960 %3D tf = 0.435 rx = 4.190 ry = 1.940 Blank 1
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