Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Question
Chapter 6, Problem 6.6.6P
To determine
If the member is adequate by using LRFD method.
Expert Solution & Answer
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Students have asked these similar questions
Consider the simply supported truss as defined in the figure
and parameter table. Find the force in members CD, HD,
and HG. Follow the convention the tension is positive and
compression is negative.
A
1910
P.
B
cc 000
BY NỌ SA
2021 Cathy Zupke
L₂
parameter
value
L₁
1.5
L2
1.5
L3 2.5
LA
2
1.5
1.5
30
50
60
60
L5
L6
P₁
P₂
P3
P₁
units
H
#
G
P₁
E
F
The force in member CD =
The force in member HD =
The force in member HG =
m
m
EEEEEZZ
m
m
m
L3
KN
KN
↑
KN
KN
KN
3
Q2: The truss shown is supported by a pins at A and G, and subjected to discrete loads as
shown in the figure.
a) Determine the reaction forces at A and G.
b) Use the method of sections to determine the forces in members FE, EB and BC. State
whether each member is in tension or compression.
G
F
E
2 m
A
B
C
D
- 1 m
2 m
1 m
10 kN
15 kN
The pin-jointed 2-D truss is loaded with a horizontal
force of 15 kN at joint S and another 15 kN
vertical force at joint U, as shown. Find the force
in member RS (in kN) and report your answer
taking tension as positive and compression as
negative
R
+ 4m
4m
15KN A
4m
T
Q
4m
21 bd
W
15 kN
Chapter 6 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 6 - Prob. 6.2.1PCh. 6 - Prob. 6.2.2PCh. 6 - Prob. 6.6.1PCh. 6 - Prob. 6.6.2PCh. 6 - Prob. 6.6.3PCh. 6 - The member shown in Figure P6.6-4 is part of a...Ch. 6 - Prob. 6.6.5PCh. 6 - Prob. 6.6.6PCh. 6 - Prob. 6.6.7PCh. 6 - Prob. 6.6.8P
Ch. 6 - Prob. 6.6.9PCh. 6 - Prob. 6.6.10PCh. 6 - Prob. 6.6.11PCh. 6 - Prob. 6.6.12PCh. 6 - Prob. 6.6.13PCh. 6 - Prob. 6.7.1PCh. 6 - Prob. 6.7.2PCh. 6 - Prob. 6.8.1PCh. 6 - Prob. 6.8.2PCh. 6 - Prob. 6.8.3PCh. 6 - Prob. 6.8.4PCh. 6 - Prob. 6.8.5PCh. 6 - Prob. 6.8.6PCh. 6 - Prob. 6.8.7PCh. 6 - Prob. 6.8.8PCh. 6 - Prob. 6.8.9PCh. 6 - Prob. 6.8.10PCh. 6 - Prob. 6.9.1PCh. 6 - Prob. 6.9.2P
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