(b)(1)(ii)(iii)A steel strut of height 2 m, and cross-section 50 mm x 24 mm, is subjectto an axial compressive load. The strut is supported at both ends asshown in Figure 2. The pin allows rotation about the y-y axis only.The steel used in the manufacture of the strut has an elastic modulus of205 GPa and a yield stress of 240 MPa.2mLOADwwyuTAA50 mmL.24 mmENLARGED SECTION A-ALOADFigure 2: Support conditions and cross-section of steel strutDescribe the strut's end fixing conditions about the x-x and y-y axes.Calculate the strut's buckling load according to Euler Formula.Sketch the relationship of the slenderness ratio and buckling stress for thestrut about the x-x axis. Critically comment on the suitability of the Eulerequation for estimating the maximum compressive load the strut cansupport.

Answered: Image /qna-images/answer/db62c9cb-0b12-41be-bcf2-c73f7ad30ca0.jpg

(b) A steel strut of height 2 m, and cross-section 50 mm x 24 mm, is subject to an axial compressive load. The strut is supported at both ends as shown in Figure 2. The pin allows rotation about the y-y axis only. The steel used in the manufacture of the strut has an elastic modulus of 205 GPa and a yield stress of 240 MPa, LOAD 2m A A L. 50 mm wa L. 24 mm ENLARGED SECTION A-A

(b) A steel strut of height 2 m, and cross-section 50 mm x 24 mm, is subject to an axial compressive load. The strut is supported at both ends as shown in Figure 2. The pin allows rotation about the y-y axis only. The steel used in the manufacture of the strut has an elastic modulus of 205 GPa and a yield stress of 240 MPa, LOAD 2m A A L. 50 mm wa L. 24 mm ENLARGED SECTION A-A

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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