An unequal angle section 200 mm x 150 mm x 15 mm is to be used in a truss as a strut of length4.5 m. The cross-sectional properties of the section are as follows:Area of cross-section = 5025 mm²; x = 2 x 107 mm4; 1= 9.7 x 106 mm4 Ixy = -8.3 x 106 mm²Using the table of permissible compressive stresses given below, determine the safe load on themember.Slenderness ratioPermissible CompressiveStress MPa100 11080120 130 140 150 16072 64 57170 18051 45 41 37 33

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An unequal angle section 200 mm x 150 mm x 15 mm is to be used in a truss as a strut of length 4.5 m. The cross-sectional properties of the section are as follows: Area of cross-section = 5025 mm²; 1x = 2 x 107 mm4; = 9.7 x 106 mm4 Ixy=-8.3 x 106 mm² Using the table of permissible compressive stresses given below, determine the safe load on the member. Slenderness ratio Permissible Compressive Stress MPa 100 110 120 130 140 150 160 170 180 80 72 64 57 51 45 41 37 33

An unequal angle section 200 mm x 150 mm x 15 mm is to be used in a truss as a strut of length 4.5 m. The cross-sectional properties of the section are as follows: Area of cross-section = 5025 mm²; 1x = 2 x 107 mm4; = 9.7 x 106 mm4 Ixy=-8.3 x 106 mm² Using the table of permissible compressive stresses given below, determine the safe load on the member. Slenderness ratio Permissible Compressive Stress MPa 100 110 120 130 140 150 160 170 180 80 72 64 57 51 45 41 37 33

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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