I need the answer as soon as possible In the next shed - which is a tri-hinged gantry -the AB pillar also serves as earth containment,with the acting ground load being uniformlyvariable from 0 to 7 kN/m. On BC and CD roofs,wind loads perpendicular to their axes act, witha value of 5 kN/m.a) Calculate the reactions at supports A and E.b) Make Normal, Shear and Bending diagramsonly in the ABC sections, indicating the signsand relevant points of each effort.5 00 kNm5.00 kN/m4.00 m4.00 m7.00 kN/m

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n the next shed - which is a tri-hinged gantry - he AB pillar also serves as earth containment, vith the acting ground load being uniformly ariable from 0 to 7 kN/m. On BC and CD roofs, vind loads perpendicular to their axes act, with a value of 5 kN/m. ) Calculate the reactions at supports A and E. 5) Make Normal, Shear and Bending diagrams only in the ABC sections, indicating the signs and relevant points of each effort.

n the next shed - which is a tri-hinged gantry - he AB pillar also serves as earth containment, vith the acting ground load being uniformly ariable from 0 to 7 kN/m. On BC and CD roofs, vind loads perpendicular to their axes act, with a value of 5 kN/m. ) Calculate the reactions at supports A and E. 5) Make Normal, Shear and Bending diagrams only in the ABC sections, indicating the signs and relevant points of each effort.

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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