Answered: 3 KN/m D B 120 mm YA= 40 mm A. 80 mm 1m…

Engineering

Mechanical Engineering

3 KN/m D B 120 mm YA= 40 mm A. 80 mm 1m 2 m 10 KN 10 KN L= 4 m

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.5.7P: Solve the preceding problem for a column with e = 0.20 in,, L = 12 ft, I = 2L7in4, and E = 30 ×...

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Question

The figure shows a rectangular section beam with a distributed load of 3 KN/m. Decide: The maximum stresses in tension and compression in the intermediate section The normal stress and strain at point A The radius of curvature of the beam at point B. Consider a modulus of elasticity of 175 GPa.

3 KN/m
y
yi
D
B
120 mm
YA= 40 mm
A•
80 mm
1m
2 m
10 KN
10 KN
L=4 m

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