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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Compression Member Analysis and Design 1
![1. A W10x45 column, fixed at the bottom and hinged at the top, is to
carry
an axial 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 =
414 МPа and Fu
520 МPа.
Check using LRFD if the
section is
adequate to carry the load.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe4ee3d89-b33b-41dd-9313-c7376ef94b3d%2Fda4aae23-6100-4f46-ab88-64adcc680e05%2Fh4ca6fp_processed.png&w=3840&q=75)
Transcribed Image Text:1. A W10x45 column, fixed at the bottom and hinged at the top, is to
carry
an axial 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 =
414 МPа and Fu
520 МPа.
Check using LRFD if the
section is
adequate to carry the load.
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