3. Find all the support reactions A and N and also calculate all the internal forces in the truss and state whether in tension or compression. Use either the method of joints or sections. Consider JY = YN = NJ, LO = ON = NL = JP = PL = LJ = GQ = QJ = JG and OL // JY //GX. %3D U V W X Y T A в сDE F GH J K L M 100 kN 100 kN

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Assignment 6
3
1. Find the support reactions at the ball and socket
support A and the tension, T1 and T2.
3 m
4 m
T1
A!
4 m
2 m
3 m
B
T2
D
133 kN
2. Find the support reactions at D and the tension
forces in AC and AB. The beam has a mass of
100 kg per metre lengthof the longitudinal
length of the beam.
B
2 m
2mc
3 m
1 m
5 m
2 m
Transcribed Image Text:Assignment 6 3 1. Find the support reactions at the ball and socket support A and the tension, T1 and T2. 3 m 4 m T1 A! 4 m 2 m 3 m B T2 D 133 kN 2. Find the support reactions at D and the tension forces in AC and AB. The beam has a mass of 100 kg per metre lengthof the longitudinal length of the beam. B 2 m 2mc 3 m 1 m 5 m 2 m
3. Find all the support reactions A and N and also
calculate all the internal forces in the truss and
state whether in tension or compression. Use
either the method of joints or sections.
Consider JY = YN = NJ, LO = ON = NL = JP = PL =
LJ = GQ = QJ = JG and OL // JY //GX.
%3D
%3D
%3D
U
V
W
Y
T
A
ВСDE F GH J
N
K L M
100 kN 100 kN
4. Find the all the support reactions and all the
internal forces in all the members and whether
in tension or compression.
5 kN
30°-
A
6 m
D
<1m -y
2 m
B
3 m
3 m
Transcribed Image Text:3. Find all the support reactions A and N and also calculate all the internal forces in the truss and state whether in tension or compression. Use either the method of joints or sections. Consider JY = YN = NJ, LO = ON = NL = JP = PL = LJ = GQ = QJ = JG and OL // JY //GX. %3D %3D %3D U V W Y T A ВСDE F GH J N K L M 100 kN 100 kN 4. Find the all the support reactions and all the internal forces in all the members and whether in tension or compression. 5 kN 30°- A 6 m D <1m -y 2 m B 3 m 3 m
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