ı have 1 hour . can u solve this question please (3ЗтIFFor the truss shown in the figure;Design members 1-2 and 2-3 assuming that out of plane deflections are restrained and Ae>10,i.e. global buckling is not the critical failure mode and therefore linear static analysis issufficient.P.S. Use square rectangular hollow sections in Grade 355 steel. You will have to find the related sectiontables from the internet. Do not forget to refer to the related EN1993-1-1 tables and equations.Later, you will design the connections (the weld lengths, etc.) and the supports for this problem.

Answered: Image /qna-images/answer/cfc4c952-e692-4609-b1a7-8827dcab2d64.jpg

Зт or the truss shown in the figure; Design members 1-2 and 2-3 assuming that out of plane deflections are restrained and he>>10, i.e. global buckling is not the critical failure mode and therefore linear static analysis is sufficient. .S. Use square rectangular hollow sections in Grade 355 steel. You will have to find the related section ables from the internet. Do not forget to refer to the related EN1993-1-1 tables and equations. ater, you will design the connections (the weld lengths, etc.) and the supports for this problem.

Зт or the truss shown in the figure; Design members 1-2 and 2-3 assuming that out of plane deflections are restrained and he>>10, i.e. global buckling is not the critical failure mode and therefore linear static analysis is sufficient. .S. Use square rectangular hollow sections in Grade 355 steel. You will have to find the related section ables from the internet. Do not forget to refer to the related EN1993-1-1 tables and equations. ater, you will design the connections (the weld lengths, etc.) and the supports for this problem.

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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