A uniformly increasing load of 35 kN/m is applied downward in a 5 m long beam of the frame structure from point a to the roller support, as shown in the Figure 6. The frame structure has 6 m long inclined column member and carries a uniformly distributed load of a 6 kN/m at an angle of 50 degrees. If the column member has 250 mm diameter cross-section at 20 mm thick, determine the maximum axial stress (MPa) developed in column section. 0 Figure 6

A uniformly increasing load of 35 kN/m is applied downward in a 5 m long beam of the frame structure from point a to the roller support, as shown in the Figure 6. The frame structure has 6 m long inclined column member and carries a uniformly distributed load of a 6 kN/m at an angle of 50 degrees. If the column member has 250 mm diameter cross-section at 20 mm thick, determine the maximum axial stress (MPa) developed in column section. 0 Figure 6

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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