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 3, Problem 3.6.3P
To determine
(a)
The double angle section for a tension member using Load and Resistance Factor Design (LRFD) method.
To determine
(b)
The double angle section for a tension member using Allowable Strength Design (ASD) method.
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3.5-3
In the connection shown in Figure P3.5-3, the bolts are 4-inch in diameter,
and A36 steel is used for all components. Consider both the tension mem-
ber and the gusset plate and compute the following:
a. the design block shear strength of the comnection
b. the allowable block shear strength of the connection
http://www.jamarana.com
12"
-34
1/2"
www.jan
3/2"
t = 3/8
2/2"
t = 7/16
FIGURE P3.5-3
2-PL10x1/2
A-36
Bolts are 7/8 in A-325,
threads are not excluded.
All edge spacings are minimum
| 3" | 3" |
о
PL 10x3/4
A-572Gr50
a) Determine the nominal bolt capacity.
b) Determine the nominal bearing capacity for each plate.
c) Determine the nominal rupture capacity of each plate.
d) What is the nominal capacity of the connection?
e) Using LRFD, is this connection capable of supporting a dead load of 150 kip and a live
load of 100 kip?
Chapter 3 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 3 - Prob. 3.2.1PCh. 3 - Prob. 3.2.2PCh. 3 - Prob. 3.2.3PCh. 3 - Prob. 3.2.4PCh. 3 - Prob. 3.2.5PCh. 3 - Prob. 3.2.6PCh. 3 - Prob. 3.3.1PCh. 3 - Prob. 3.3.2PCh. 3 - Prob. 3.3.3PCh. 3 - Prob. 3.3.4P
Ch. 3 - Prob. 3.3.5PCh. 3 - Prob. 3.3.6PCh. 3 - Prob. 3.3.7PCh. 3 - Prob. 3.3.8PCh. 3 - Prob. 3.4.1PCh. 3 - Prob. 3.4.2PCh. 3 - Prob. 3.4.3PCh. 3 - Prob. 3.4.4PCh. 3 - Prob. 3.4.5PCh. 3 - Prob. 3.4.6PCh. 3 - Prob. 3.5.1PCh. 3 - Prob. 3.5.2PCh. 3 - Prob. 3.5.3PCh. 3 - Prob. 3.5.4PCh. 3 - Prob. 3.6.1PCh. 3 - Prob. 3.6.2PCh. 3 - Prob. 3.6.3PCh. 3 - Select an American Standard Channel shape for the...Ch. 3 - Prob. 3.6.5PCh. 3 - Use load and resistance factor design and select a...Ch. 3 - Select a threaded rod to resist a service dead...Ch. 3 - Prob. 3.7.2PCh. 3 - Prob. 3.7.3PCh. 3 - Prob. 3.7.4PCh. 3 - Prob. 3.7.5PCh. 3 - Prob. 3.7.6PCh. 3 - Prob. 3.8.1PCh. 3 - Prob. 3.8.2PCh. 3 - Prob. 3.8.3PCh. 3 - Prob. 3.8.4PCh. 3 - Prob. 3.8.5P
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