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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Question
Chapter 4, Problem 4.6.1P
To determine
(a)
A W14 section of A992 steel using column load tables.
To determine
(b)
A W16 section of A592 steel using trial and error method.
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ASSIGNMENT #5 BIAXIAL BENDING
Problem: Check the beam shown for
compliance with the NSCP Specification.
Lateral support is provided only at the ends,
and A992 steel is used, F, = 345 mPa.
The 90 kN service loads are 30% dead load
and 70% live load.
a. Use LRFD
b.
Use ASD
d tw by ty 1x(106) S(10³)
mm mm mm
mm³
mm
mmª
W410x100 415 10 260 16.9 398
1920
SECTION
Tx
mm
177
1m
90 kN
90 KN
1.5m
W410x100
I
Loaded Section
Ly(106) Sy(10³) Ty
mmª mm³
mm
49.5
381
62.4
1m
Zx(10³) Zy(10³)
mm³ mm³
2130
581
SITUATION 2
Determine the safe service load W
permitted for this beam-column that
is not part of a frame system.
Assume ASTM A992 (Fy = 350 MPa;
Fu = 450 MPa) as material. Use LRFD
specifications.
Servise koada
P= 30 kips dead load
80 kips live koad
Assume
hinged
for both
principal
10- 0
directions
W- 20 dead load
8OG live load
10-o
Fined for both
principal
directions
Type your final answer/s in the text
box provided below.
The below figure represents a section of a pre-
stressed beam. For a no-tension design where a
is the permissible stress in concrete, the total
moment carrying capacity is
(a)
(c)
d/2
bd²
6
d/2
bd²oc
3
-b-
(b)
(d)
bd² oc
4
bd²a
12
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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