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).
Expert Solution & Answer
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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
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do=13mm
Gusset plate
O DO
t=16mm
t-16mm1 Ni.Ed
FO NtEd
do=13mm do3D13mm
G.
40mm 40mm
140 mm
240mm
30mm
A992 steel is used for the tension member shown. The bolts are ¾ inch in diameter. The connection is to a ⅜ inch thick gusset plate.
A. Determine the nominal strength based on the gross area.
B. Determine the nominal strength based on the effective net area.
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 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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