A W10x45 column, fixed at the bottom and hinged at the top, is to compressive load of 89 kN dead load and 356 kN live load. The design length is 10m, and there is bracing along the weak direction placed at the midheight of the column. Fy = Check using LRFD if the section is carry an axial 414 MPa and Fu = 520 MPa. adequate to carry the load.

A W10x45 column, fixed at the bottom and hinged at the top, is to compressive load of 89 kN dead load and 356 kN live load. The design length is 10m, and there is bracing along the weak direction placed at the midheight of the column. Fy = Check using LRFD if the section is carry an axial 414 MPa and Fu = 520 MPa. adequate to carry the load.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.8P

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