
Simplified Engineering for Architects and Builders, 12/E (HB-2016)
12th Edition
ISBN: 9781118975046
Author: AMBROSE J
Publisher: Wiley,,Hoboken : Wiley, 2016
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Chapter 6.2, Problem 2P
To determine
Find the allowable axial compression load for the wood column using ASD method.
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Students have asked these similar questions
B2. For the truss below, determine all member forces. Hint: see the provided slide with the
problem set. P₁ = 12 kip and P₂ = 6 kip (20 pts).
P₁
16 ft
D
8 ft
8 ft
8 ft
B
K
E
8 ft
8 ft
8 ft
H
8 ft
В
G
1000
8 ft
14.1 A beam of rectangular cross section is 125 mm wide
and 200 mm deep. If the maximum bending moment
is 28.5 kN⚫m, determine (a) the maximum tensile and
compressive bending stress, and (b) the bending stress
25 mm from the top of the section.
14.2 A rectangular beam 50 mm wide and 100 mm deep is
subjected to bending. What bending moment will
cause a maximum bending stress of 137.9 MN/m²
(MPa)?
14.3 Determine the bending moment in a rectangular
beam 3 in. wide and 6 in. deep if the maximum bend-
ing stress is 15,000 psi.
B3. For the Howe truss below, assume all members are pin connected and take P₁ = 5 kN and
P₂ = 10 kN:
a. Determine all member forces (16 pts).
b. Use a section cut to verify your answers for members GF, GD, and CD (4 Pts)
P₁
A
H
500
8
0000
B
0000]
2 m
m
2 m
3 m
B
E
D
m
Chapter 6 Solutions
Simplified Engineering for Architects and Builders, 12/E (HB-2016)
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