Problem. A W 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 Metthod of Design. Determine the amplified primary LRFD moment acting on the column.(kN-m)

Problem. A W 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 Metthod of Design. Determine the amplified primary LRFD moment acting on the column.(kN-m)

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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