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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Chapter 4, Problem 4.7.9P
To determine
(a)
To find:
To determine
(b)
To find:
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Example
simply supported beam as shoun in Fiyure 4a is subieted to the concentrated force.
Determine the marimum deflection of the begm, EI is constant,
The
flexural rigidity
2m
These figures are yiven,
(Figuie 4a)
(Figure 4b)
Determine the smallest safe cross-sectional areas of members CD, Cl and CH for the truss shown. The allowable
stress are 100 MPa in tension and 80 MPa in compression. Indicate tension or compression. (Draw the required
FBD and answer in mm2).
Fa a –– a→– a-
B
D
|E
A
a
F G
H
а 3 2 т
45 kN
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
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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
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m
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KN
3
Chapter 4 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 4 - Prob. 4.3.1PCh. 4 - Prob. 4.3.2PCh. 4 - Prob. 4.3.3PCh. 4 - Prob. 4.3.4PCh. 4 - Prob. 4.3.5PCh. 4 - Prob. 4.3.6PCh. 4 - Prob. 4.3.7PCh. 4 - Prob. 4.3.8PCh. 4 - Prob. 4.4.1PCh. 4 - Prob. 4.4.2P
Ch. 4 - Prob. 4.6.1PCh. 4 - Prob. 4.6.2PCh. 4 - Prob. 4.6.3PCh. 4 - Prob. 4.6.4PCh. 4 - Prob. 4.6.5PCh. 4 - Prob. 4.6.6PCh. 4 - Prob. 4.6.7PCh. 4 - Prob. 4.6.8PCh. 4 - Prob. 4.6.9PCh. 4 - Prob. 4.7.1PCh. 4 - Prob. 4.7.2PCh. 4 - Prob. 4.7.3PCh. 4 - Use A992 steel and select a W14 shape for an...Ch. 4 - Prob. 4.7.5PCh. 4 - Prob. 4.7.6PCh. 4 - Prob. 4.7.7PCh. 4 - The frame shown in Figure P4.7-8 is unbraced, and...Ch. 4 - Prob. 4.7.9PCh. 4 - Prob. 4.7.10PCh. 4 - Prob. 4.7.11PCh. 4 - Prob. 4.7.12PCh. 4 - Prob. 4.7.13PCh. 4 - Prob. 4.7.14PCh. 4 - Prob. 4.8.1PCh. 4 - Prob. 4.8.2PCh. 4 - Prob. 4.8.3PCh. 4 - Prob. 4.8.4PCh. 4 - Prob. 4.9.1PCh. 4 - Prob. 4.9.2PCh. 4 - Prob. 4.9.3PCh. 4 - Prob. 4.9.4PCh. 4 - Prob. 4.9.5PCh. 4 - Prob. 4.9.6PCh. 4 - Prob. 4.9.7PCh. 4 - Prob. 4.9.8PCh. 4 - Prob. 4.9.9PCh. 4 - Prob. 4.9.10PCh. 4 - Prob. 4.9.11PCh. 4 - Prob. 4.9.12P
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