Shown in Fig. P-255 is a section through a balcony. The total uniform load of 600 kN-is supported by three rods of the same area and material. Compute the load in each rod. Assume the floor to be rigid, but note that it does not necessarily remain horizontal. Ans. Pg = 183 kN A 6 m 6 m 5 m 2 m 4 m -3 m -3 m 600 kN Figure P-255

Shown in Fig. P-255 is a section through a balcony. The total uniform load of 600 kN-is supported by three rods of the same area and material. Compute the load in each rod. Assume the floor to be rigid, but note that it does not necessarily remain horizontal. Ans. Pg = 183 kN A 6 m 6 m 5 m 2 m 4 m -3 m -3 m 600 kN Figure P-255

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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