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Design (LRFD) a column to support the loads: Dead load 2224 kN Live load=3114 kN The 731.52 cm-long member is pinned at both ends and is laterally supported in the weak direction at the one-third points of the total column length. Use Fy = 345 MPa. Select the lightest W14. O W14X398

Design (LRFD) a column to support the loads: Dead load 2224 kN Live load=3114 kN The 731.52 cm-long member is pinned at both ends and is laterally supported in the weak direction at the one-third points of the total column length. Use Fy = 345 MPa. Select the lightest W14. O W14X398

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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Design (LRFD) a column to support the loads: Dead load 2224 kN Live load = 3114 kN The 731.52 cm-long member is pinned at both ends and is laterally supported in the weak direction at the one-third points of the total column length. Use Fu 345 MPa. Select the lightest W14. OW14X398 O W14X211 OW14X233 OW14X159 O W14X455 OW14X283 O W14X426 O W14X370 O W14X257 OW14X342 O W14X193 OW14X500 O W14X311 OW14X176 O W14X145 O W14X132
Transcribed Image Text:Design (LRFD) a column to support the loads: Dead load 2224 kN Live load = 3114 kN The 731.52 cm-long member is pinned at both ends and is laterally supported in the weak direction at the one-third points of the total column length. Use Fu 345 MPa. Select the lightest W14. OW14X398 O W14X211 OW14X233 OW14X159 O W14X455 OW14X283 O W14X426 O W14X370 O W14X257 OW14X342 O W14X193 OW14X500 O W14X311 OW14X176 O W14X145 O W14X132
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