Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
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Question
Chapter 2, Problem 2.18Q
To determine
The range of possible scale notations for construction details.
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1. Create Diagrams: Draw the shear and moment
diagrams for the given beam.
8k
15k-ft
B
12 k
-6 ft-
-8 ft--8 ft-
-8 ft-
4k
4 ft 2 ft
10:46
Mechanics of Deform...
← CE104.2T.24.25. FA 1
5 of 6
2.5/10
Rigid bar ABCD is loaded and supported as shown.
Steel [E=27800 ksi] bars (1) and (2) are unstressed
before the load P is applied. Bar (1) has a cross-
sectional area of 0.83 in.² and bar (2) has a cross-
sectional area of 0.45 in.2. After load P is applied, the
strain in bar (1) is found to be 670 με. Assume L₁=58
in., L2-94 in., a=26 in., b=22 in., and c=36 in.
Determine:
(a) the stresses in bars (1) and (2).
(b) the vertical deflection VD of point D on the rigid
bar.
(c) the load P.
A
L₁
B
L2
a
b
223
D
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Chapter 2 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 2 - Prob. 2.1QCh. 2 - Prob. 2.2QCh. 2 - Prob. 2.3QCh. 2 - Prob. 2.4QCh. 2 - Prob. 2.5QCh. 2 - Prob. 2.6QCh. 2 - List at least three characteristics that affect...Ch. 2 - Prob. 2.8QCh. 2 - Prob. 2.9QCh. 2 - Prob. 2.10Q
Ch. 2 - Prob. 2.11QCh. 2 - Prob. 2.12QCh. 2 - Prob. 2.13QCh. 2 - Prob. 2.14QCh. 2 - Prob. 2.15QCh. 2 - Prob. 2.16QCh. 2 - Prob. 2.17QCh. 2 - Prob. 2.18QCh. 2 - Prob. 2.19QCh. 2 - Prob. 2.20QCh. 2 - Prob. 2.21QCh. 2 - Prob. 2.22QCh. 2 - Prob. 2.23QCh. 2 - Prob. 2.24QCh. 2 - Prob. 2.25QCh. 2 - Prob. 2.26QCh. 2 - Prob. 2.27QCh. 2 - Prob. 2.28QCh. 2 - Prob. 2.29QCh. 2 - Prob. 2.30QCh. 2 - Prob. 2.31QCh. 2 - Prob. 2.32QCh. 2 - Prob. 2.33QCh. 2 - Prob. 2.34QCh. 2 - Prob. 2.35QCh. 2 - Prob. 2.36QCh. 2 - Prob. 2.37QCh. 2 - Prob. 2.38QCh. 2 - Prob. 2.39QCh. 2 - Prob. 2.40QCh. 2 - Prob. 2.1PCh. 2 - Prob. 2.2PCh. 2 - Prob. 2.3PCh. 2 - Prob. 2.4P
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