Situation 36 Considering the contraption shown in figure, AB = 450 mm, BC = 225, mm BD = 480 mm, CE = 600 mm, Agc = 1,020 mm², ACE 520 mm², E = 205 GPa, maximum vertical deflection at point A is 1 mm, Determine the value of the maximum load P that the contraption may carry if ABC is rigid. 450 mm 120 mm 275 mm 600 mm

Situation 36 Considering the contraption shown in figure, AB = 450 mm, BC = 225, mm BD = 480 mm, CE = 600 mm, Agc = 1,020 mm², ACE 520 mm², E = 205 GPa, maximum vertical deflection at point A is 1 mm, Determine the value of the maximum load P that the contraption may carry if ABC is rigid. 450 mm 120 mm 275 mm 600 mm

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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