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 7, Problem 7.4.6P
To determine
(a)
The capacity of the using Load and Resistance Factor Design (LRFD).
To determine
(b)
The capacity of the member using Allowable Strength Design (ASD).
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subject: Steel Design
1. A992 steel is used for the tension member shown. The bolts are 3/4 inch in diameter. The connection is to a 3/8 in.thick gusset plate.
a. Determine the nominal strength based on the gross area.
b. Determine the nominal strength based on the effective net are.
Check the bolted section of the given gusset plate connection assuming that the connection is done by
M12 bolts with a staggered arrangement. The maximum design tensile axial force to be sustained is Ned
= 168 kN. Assume a grade of S235 steel.
P.
Gusset plate
BỘ
do=13mm
Gusset plate
O DO
t=16mm
t-16mm1 Ni.Ed
FO NtEd
do=13mm do3D13mm
G.
40mm 40mm
140 mm
240mm
30mm
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
Chapter 7 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 7 - Prob. 7.3.1PCh. 7 - Prob. 7.3.2PCh. 7 - Prob. 7.4.1PCh. 7 - Prob. 7.4.2PCh. 7 - Prob. 7.4.3PCh. 7 - Prob. 7.4.4PCh. 7 - Prob. 7.4.5PCh. 7 - Prob. 7.4.6PCh. 7 - Prob. 7.6.1PCh. 7 - Prob. 7.6.2P
Ch. 7 - Prob. 7.6.3PCh. 7 - Prob. 7.6.4PCh. 7 - Prob. 7.6.5PCh. 7 - Prob. 7.6.6PCh. 7 - Prob. 7.7.1PCh. 7 - Prob. 7.7.2PCh. 7 - Prob. 7.7.3PCh. 7 - Prob. 7.8.1PCh. 7 - Determine the adequacy of the hanger connection in...Ch. 7 - Prob. 7.9.1PCh. 7 - Prob. 7.9.2PCh. 7 - Prob. 7.9.3PCh. 7 - Prob. 7.9.4PCh. 7 - Prob. 7.9.5PCh. 7 - Prob. 7.11.1PCh. 7 - Prob. 7.11.2PCh. 7 - Prob. 7.11.3PCh. 7 - Prob. 7.11.4PCh. 7 - Prob. 7.11.5PCh. 7 - Prob. 7.11.6PCh. 7 - Prob. 7.11.7PCh. 7 - Prob. 7.11.8PCh. 7 - Prob. 7.11.9PCh. 7 - Prob. 7.11.10P
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