In the next shed - which is a tri-hinged gantry - the AB pillar also serves as earth containment, with the acting ground load being uniformly variable from 0 to 7 kN/m. On BC and CD roofs, wind loads perpendicular to their axes act, with a value of 5 kN/m. a) Calculate the reactions at supports A and E. b) Make Normal, Shear and Bending diagrams only in the ABC sections, indicating the signs and relevant points of each effort. S DO KNm 5.00 kNm E w 00E 11111 UNY 00 L 00 €

In the next shed - which is a tri-hinged gantry - the AB pillar also serves as earth containment, with the acting ground load being uniformly variable from 0 to 7 kN/m. On BC and CD roofs, wind loads perpendicular to their axes act, with a value of 5 kN/m. a) Calculate the reactions at supports A and E. b) Make Normal, Shear and Bending diagrams only in the ABC sections, indicating the signs and relevant points of each effort. S DO KNm 5.00 kNm E w 00E 11111 UNY 00 L 00 €

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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