1) AW 10 x 100 compression member is pinned at both ends. Its properties are weight per linear meter w = 149.20 kg/m, area A = 18,968 mm², depth d = 281.90 mm, web thickness t = 17.30 mm, flange width b= 262.60 mm, flange thickness t = 28.40 mm, r = 72.39 mm Ix = 259,312 x10 mm¹, Sx = 1,840 x10³ mm³, rx = 116.92 mm, Iy = 86,160 x 10³ mm¹, Sy = 656 x 10 mm³, ry = 67.40mm. Determine the design strength and allowable strength for the following cases (a) 3.0 m and (b) 9.0 m Use Fy =350 MPa

1) AW 10 x 100 compression member is pinned at both ends. Its properties are weight per linear meter w = 149.20 kg/m, area A = 18,968 mm², depth d = 281.90 mm, web thickness t = 17.30 mm, flange width b= 262.60 mm, flange thickness t = 28.40 mm, r = 72.39 mm Ix = 259,312 x10 mm¹, Sx = 1,840 x10³ mm³, rx = 116.92 mm, Iy = 86,160 x 10³ mm¹, Sy = 656 x 10 mm³, ry = 67.40mm. Determine the design strength and allowable strength for the following cases (a) 3.0 m and (b) 9.0 m Use Fy =350 MPa

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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