In fig 1 below, member AF is fixed to the wall at point A, Determine The reaction at the wall and the totsl change in length( elastic deformation)  Take E=200GPa

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 11.2.15P: Repeat Problem 11.2-14 using L = 12 ft, ß = 0.25 kips/in., ßRl= 1.5ßL2, and ßR2= 2 ßR1.
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In fig 1 below, member AF is fixed to the wall at point A, Determine The reaction at the wall and the totsl change in length( elastic deformation) 

Take E=200GPa

DE
B
20 kN
50 kN
F
70 kN
90 kN-
35KN
1 m
1 m
1 m
0,5 m
1 m
Figure 1: fixed cylindrical member in series
O 20 mm
ww 0E 0
o 15 mm
Transcribed Image Text:DE B 20 kN 50 kN F 70 kN 90 kN- 35KN 1 m 1 m 1 m 0,5 m 1 m Figure 1: fixed cylindrical member in series O 20 mm ww 0E 0 o 15 mm
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