AW 10 x 40 column section carries the following service loads:DL = 156 kNLL = 442 kN2.6DL = 22 kNLL = 52 kN2.6Vertical loadsDL = 156 kNLL- 442 kNHorizontal loads acting at mid height of column w/c causes bending about the x-axis of the columnsection.DL = 22 kNLL = 52 kNHeight of column = 5.2 mColumn is pin connected at both ends.Properties of column:Ix = 113.2 x 10° mmKx = 1.0Use LRFD Method of Design.1. Determine the buckling load of the column.2. Determine the amplified primary LRFD moment acting on the column.

Given Loads: At Vertical = 156 and 442 kn At Horizontal = 22 and 52 kn

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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