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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Chapter 4, Problem 4.9.2P
To determine
The values
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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
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
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4.10 Member AB is the beam under consideration. As shown in the illustration of the loading
condition, member AB is an overhanging beam that supports a uniformly distributed roof
load of 500 lb/ft. It also carries concentrated loads from a rooftop HVAC unit (4000 lb),
an interior hanging display support (2000 lb), and a marquee sign (3000 lb).
Marquee
overnang
Displau
SLIPPort
II Raof Kiots
Ol I
W = 500 Ib/Ft
A
B
4000 b 2000 000 I
Steel beam
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I1
3 FE 5 FE
- Ft
RoOFtop HVAC unit
10 FE
4 Ft
Marquee sign<
R
R2
Steel beam
(negligible weight)
Free-body diagram
Dispiay
Support
Loading condition
Chapter 4 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
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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- 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) !arrow_forwardDetermine block shear strength of tension member shown in figure if grade of steel is Fe-410 ISA 100 × 75x8 mm 50 100 55 35 O 20 mm dia bolt holearrow_forwardISWB600 Braket palte=11mm p=450KN E=270mm p=55mm bolt size =M20arrow_forward
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