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AW 10 x 40 column section carries the following service loads: | DL = 156 kN LL= 442 kN 2.6 DL = 22 kN LL = 52 kN 2.6 Vertical loads DL = 156 kN LL- 442 kN Horizontal loads acting at mid height of column w/c causes bending about the x-axis of the colu section. DL = 22 kN LL = 52 kN Height of column = 5.2 m Column is pin connected at both ends. Properties of column: Ix = 113.2 x 10° mm Kx = 1.0 Use LRFD Method of Design. 1. Determine the buckling load of the column. 2. Determine the amplified primary LRFD moment acting on the column.

AW 10 x 40 column section carries the following service loads: | DL = 156 kN LL= 442 kN 2.6 DL = 22 kN LL = 52 kN 2.6 Vertical loads DL = 156 kN LL- 442 kN Horizontal loads acting at mid height of column w/c causes bending about the x-axis of the colu section. DL = 22 kN LL = 52 kN Height of column = 5.2 m Column is pin connected at both ends. Properties of column: Ix = 113.2 x 10° mm Kx = 1.0 Use LRFD Method of Design. 1. Determine the buckling load of the column. 2. Determine the amplified primary LRFD moment acting on the column.

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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AW 10 x 40 column section carries the following service loads: DL = 156 kN LL = 442 kN 2.6 DL = 22 kN LL = 52 kN 2.6 Vertical loads DL = 156 kN LL- 442 kN Horizontal loads acting at mid height of column w/c causes bending about the x-axis of the column section. DL = 22 kN LL = 52 kN Height of column = 5.2 m Column is pin connected at both ends. Properties of column: Ix = 113.2 x 10° mm Kx = 1.0 Use LRFD Method of Design. 1. Determine the buckling load of the column. 2. Determine the amplified primary LRFD moment acting on the column.
Transcribed Image Text:AW 10 x 40 column section carries the following service loads: DL = 156 kN LL = 442 kN 2.6 DL = 22 kN LL = 52 kN 2.6 Vertical loads DL = 156 kN LL- 442 kN Horizontal loads acting at mid height of column w/c causes bending about the x-axis of the column section. DL = 22 kN LL = 52 kN Height of column = 5.2 m Column is pin connected at both ends. Properties of column: Ix = 113.2 x 10° mm Kx = 1.0 Use LRFD Method of Design. 1. Determine the buckling load of the column. 2. Determine the amplified primary LRFD moment acting on the column.
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