In fig 1 below, member AF is fixed to the wall at point A. Determine: (a)The reaction at the wall and (b)Total change in length (elastic deformation) Take E = 200 GPa. %3D

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.3.23P: A long, slender bar in the shape of a right circular cone with length L and base diameter d hangs...
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In fig 1 below, member AF is fixed to the wall at point A.
Determine:
(a)The reaction at the wall and
(b)Total change in length (elastic deformation)
Take E = 200 GPa.
(3)
(11)
D E
B
20 kN
50 kN
F
70 kN
90 kN-
35 kN
0,5 m
1 m
1 m
1 m
1 m
Figure 1: fixed cylindrical member in series
o 20 mm
o 30 mm
O 15 mm
Transcribed Image Text:In fig 1 below, member AF is fixed to the wall at point A. Determine: (a)The reaction at the wall and (b)Total change in length (elastic deformation) Take E = 200 GPa. (3) (11) D E B 20 kN 50 kN F 70 kN 90 kN- 35 kN 0,5 m 1 m 1 m 1 m 1 m Figure 1: fixed cylindrical member in series o 20 mm o 30 mm O 15 mm
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