2. A truss is shown in the figure below. a) Based on the number of joints and members, discuss about the stability of the truss b) Determine the reaction forces at supports.. c) Use "the method of sections" to determine the forces in members ED, EH, and GH, d) Determine whether each member is in tension (T) or compression (C). 50 kN 40 kN 2 m -2 m- -2 m D E F O 1.5 m C -30 kN G H 1.5 m B 40 kN I A 1.5 m 1. Given the specified tensions in cables AB and AC, calculate the resultant moments produced by these tensile forces at point A about point 0. ス 6 m 1.5 m B 2 m FB = 55 N 4 m 4 m Fc = 40 N A 3 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A truss is shown in the figure below. a) Based on the number of joints and members, discuss about the stability of the truss. b) Determine the reaction forces at supports. c) Use "the method of sections" to determine the forces in members ED, EH, and GH d) Determine whether each member is in tension (T) or compression (C)
2. A truss is shown in the figure below.
a) Based on the number of joints and members, discuss about the stability of the truss
b) Determine the reaction forces at supports..
c) Use "the method of sections" to determine the forces in members ED, EH, and GH,
d) Determine whether each member is in tension (T) or compression (C).
50 kN
40 kN
2 m
-2 m-
-2 m
D
E
F
O
1.5 m
C
-30 kN
G
H
1.5 m
B
40 kN
I
A
1.5 m
Transcribed Image Text:2. A truss is shown in the figure below. a) Based on the number of joints and members, discuss about the stability of the truss b) Determine the reaction forces at supports.. c) Use "the method of sections" to determine the forces in members ED, EH, and GH, d) Determine whether each member is in tension (T) or compression (C). 50 kN 40 kN 2 m -2 m- -2 m D E F O 1.5 m C -30 kN G H 1.5 m B 40 kN I A 1.5 m
1. Given the specified tensions in cables AB and AC, calculate the resultant moments produced
by these tensile forces at point A about point 0.
ス
6 m
1.5 m
B
2 m
FB = 55 N
4 m
4 m
Fc = 40 N
A
3 m
Transcribed Image Text:1. Given the specified tensions in cables AB and AC, calculate the resultant moments produced by these tensile forces at point A about point 0. ス 6 m 1.5 m B 2 m FB = 55 N 4 m 4 m Fc = 40 N A 3 m
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