24. Refer to the Figure shown. A car hit a tubular steel post at B. The post is fixed to the ground at A. Given: Force from the Car, P = 175 kN Section of the Post = 300 mm x 300 mm Thickness of the Post = 16 mm Modulus of Elasticity, E = 200 GPa H = 2.5 m; h = 1.5m What is the resulting maximum bending stress (MPa)? A. 263 В. 161 С. 215 D. 187

24. Refer to the Figure shown. A car hit a tubular steel post at B. The post is fixed to the ground at A. Given: Force from the Car, P = 175 kN Section of the Post = 300 mm x 300 mm Thickness of the Post = 16 mm Modulus of Elasticity, E = 200 GPa H = 2.5 m; h = 1.5m What is the resulting maximum bending stress (MPa)? A. 263 В. 161 С. 215 D. 187

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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