Q2: A composite bar is made up two vertical rods of steel and copper each of length 2 m and diameter 10 mm, separated by 1.5 m, are rigidly fixed to the ceiling as shown in figure 1. The lower end of the bar is connected by a horizontal cross-piece. 1- Find the load shared by each rod and the stress produced in the copper and steel.2- Where should a load of 15 kN be applied on the cross-piece so that it remains horizontal after being loaded? Take Es= 200 kN/mm2 and Ec = 100 KN/mm2.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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۲۸ مارس، ۲۰۲۱
->
In.
E 4 r10
Q2: A composite bar is made up two vertical
rods of steel and copper each of length 2 m
and diameter 10 mm, separated by 1.5 m,
are rigidly fixed to the ceiling as shown in
figure 1. The lower end of the bar is
connected by a horizontal cross-piece. 1-
Find the load shared by each rod and the
stress produced in the copper and steel.2-
Where should a load of 15 kN be applied on
the cross-piece so that it remains horizontal
after being loaded? Take Es= 200 kN/mm2
and Ec = 100 KN/mm2.
Q2/ *
Steel rod
Copper rod
2 m
P.
1.5 m
Cross-piece
15 kN
(1) Pc= 6 kN, Ps= 9 kN, ac= 67.54 N/mm2,
0s- 135.08N/mm2/(2) x0.9 m
(1) Pc=4 5 kN, Ps 10.5 kN, ac= 61.26
N/mm2, os 122 52N/mm2/(2) x-0.85 m
(1) Pc- 7N P kN, oc- 60 66 N/mm2,
os 121.32 N/ /(2) x08m
(1) Pc 5 kN, Pe To ac 69.66 N/mm2,
Transcribed Image Text:۲۸ مارس، ۲۰۲۱ -> In. E 4 r10 Q2: A composite bar is made up two vertical rods of steel and copper each of length 2 m and diameter 10 mm, separated by 1.5 m, are rigidly fixed to the ceiling as shown in figure 1. The lower end of the bar is connected by a horizontal cross-piece. 1- Find the load shared by each rod and the stress produced in the copper and steel.2- Where should a load of 15 kN be applied on the cross-piece so that it remains horizontal after being loaded? Take Es= 200 kN/mm2 and Ec = 100 KN/mm2. Q2/ * Steel rod Copper rod 2 m P. 1.5 m Cross-piece 15 kN (1) Pc= 6 kN, Ps= 9 kN, ac= 67.54 N/mm2, 0s- 135.08N/mm2/(2) x0.9 m (1) Pc=4 5 kN, Ps 10.5 kN, ac= 61.26 N/mm2, os 122 52N/mm2/(2) x-0.85 m (1) Pc- 7N P kN, oc- 60 66 N/mm2, os 121.32 N/ /(2) x08m (1) Pc 5 kN, Pe To ac 69.66 N/mm2,
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