Bundle: Steel Design, Loose-leaf Version, 6th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
6th Edition
ISBN: 9781337761505
Author: William T. Segui
Publisher: Cengage Learning
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Chapter 4, Problem 4.9.2P
To determine
The values
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A base plate with a dimension of 130mm x 12 mm is connected to a gusset plate with 4-16mm diameter
bolt as shown in the figure. If Fy = 248 MPa and Fu = 345 MPa.
a. Determine the design strength for LRFD
b. Determine the design strength for ASD
%3!
Image 3
16mm ø
-12mm x 130mm
tf
Sec Ag tw
W16x100 29.4 0.585 0.985
Bolt (7/8 in)
A structural analysis was done for -1
the steel section whose shape and
characteristics are shown below,
and the outputs were arranged in
the table below. Choose the
appropriate amount, knowing that
.all numbers are in units (ksi, in)
O
fy
(
36
fu
0.85 20.149 584.3 635.04
58
D(bolt)
7/8
P
Maximum
tensile
force (P)
that can
be
exerted
Effective
cross-
sectional
area (Ae)
The value
of T1
Modulus
M (mo)
!
1- A structural analysis was done for the steel
section whose shape and characteristics are
shown below, and the outputs were arranged
in the table below. Choose the appropriate
amount, knowing that all numbers are in units
(ksi, in).
Sec
tf
Ag
tw
W16x100 29.4 0.585 0.985
Bolt (7/8 in)
Maximum
tensile force (P)
that can be
exerted
T1. amount
Effective cross-
sectional area
(Ae)
Modulus M (mo)
635.04
O
O
fy
36
584.3
fu
58
D(bolt)
7/8
20.149
O
P
0.85
O
Chapter 4 Solutions
Bundle: Steel Design, Loose-leaf Version, 6th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
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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