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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Chapter 7, Problem 7.2Q
To determine
The framework and description of the required building construction inspections in brief.
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Determine if the W14x 22 beam will safely support a loading of w= 1.5 kip/ft. Theallowable bending stress is oallow = 22 ksi and the allowable shear stress is Tallow = 12 ksi.
What is the fixed end moment FEMAB for the beam shown with a settlement of 1.2 in. at support B?
a. -102.7 ft-k
b. -95.2 ft-k
c. -307.7 ft-k
d. 279.8 ft-k
Suggest an optimum footing size and shape (minimum area footing), if the vertical loading (includingthe weight of the footing) is 40 kips, and the soil has the following characteristics: c=200 psf, φ=370,and γ=120.0 lb/ft 3. Constraints of the solution are: the maximum dimension of any side of thefooting is 10 ft, and the depth of embedment is between 2 and 4 ft.
Chapter 7 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 7 - Prob. 7.1QCh. 7 - Prob. 7.2QCh. 7 - Prob. 7.3QCh. 7 - Prob. 7.4QCh. 7 - Prob. 7.5QCh. 7 - Prob. 7.6QCh. 7 - Prob. 7.7QCh. 7 - Prob. 7.8QCh. 7 - Prob. 7.9QCh. 7 - Prob. 7.10Q
Ch. 7 - Prob. 7.11QCh. 7 - Prob. 7.12QCh. 7 - Prob. 7.13QCh. 7 - Prob. 7.14QCh. 7 - Prob. 7.15QCh. 7 - Prob. 7.16QCh. 7 - Prob. 7.17QCh. 7 - Prob. 7.18QCh. 7 - Prob. 7.19QCh. 7 - Prob. 7.20QCh. 7 - Prob. 7.5PCh. 7 - Prob. 7.6PCh. 7 - Prob. 7.7PCh. 7 - Prob. 7.8PCh. 7 - Prob. 7.9PCh. 7 - Prob. 7.10PCh. 7 - Prob. 7.11PCh. 7 - Prob. 7.12PCh. 7 - Prob. 7.13PCh. 7 - Prob. 7.14PCh. 7 - Prob. 7.15P
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