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 7.9.1P
To determine
(a)
If the connection is adequate using Load and Resistance Factor Design (LRFD) method.
To determine
(b)
If the connection is adequate using Allowable Stress Design (ASD) method.
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Problem. A bolted connection shown consists of two plates 300 mm x 12 mm
connected by 4 - 22 mm diameter bolts.
12 mm bolts
t=12 mm
t=12 mm
P.
P-
P 300
75
75
75
Edge distances -75 mm
dhole for tensile and rupture d, +3 mm
dnole for bearing strength for L- de +1.5 mm
Fy 248 MPa
F.- 400 MPa
A bracket cut from a W310X179 is connected to a W310X179 column flange with 12
A325 bearing-type bolts as shown in the figure. A 50 steel is used. The line
of action of the load passes through the center of gravity of the connection. What size
bolt is required?
a. Use LRFD.
b. Use ASD.
D = 55k
L = 145k
I'-1"
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22"
5 sp @ 4"
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The tension member shown is a PL 5/8 x 10, and the steel is A36.
The bolts are 7/8-inch in diameter. a. Determine the design strength
for LRFD. b. Determine the allowable strength for ASD.
2" 2"
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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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Similar questions
- 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 30mmarrow_forwardDetermine the allowable tensile force P which can be appllied to the plates shown. The AISC specifications A36 steel and 20 mm diameter A325 bolts placed in standard holes with threads excluded from the shear plane are used in a bearing in a bearing type connection. Fy = 248 MPa, Fu = 400 MPa, Fv = 206.9 MPa and Fp = 1.5 Fu. P P CIVIZ 12mm 250 mm ENGINEERING - STEEL DESIGN 12mm P Parrow_forward
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