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 8, Problem 8.12P
To determine
The closed proprietary specification of the product GE Model #CF29TSDSS, café 29 cu. Ft. French Door refrigerator with hot water dispenser in stainless steel.
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A fully grouted reinforced masonry wall is to be constructed of 8-in. CMU. The wall height is 18feet. It is assumed to be simply supported. The wall is to be designed for an out-of-plane seismicload of 52 lbs./ft.2, which can act in either direction. The wall also supports a roof dead load of600 lbs./ft. and a roof live load of 300 lbs./ft. along the wall length. The roof loads have aneccentricity of 2.5 inches. Since there is seismic load, load combinations (6) and (7) in Chapter 2of ASCE 7-22 should be considered. In these two load combinations,horizontal seismic loadhE =andvertical seismic loadvE = . You may ignorevE in this problem for simplicity. The masonryhas a specified compressive strength of 2,500 psi. (a) Use the strength design provisions of TMS402 to determine the size and spacing of the vertical bars needed. Use the P-δ analysis method inSection 9.3.4.4.2 of TMS 402 to determine Mu. (b) Repeat the design using the momentmagnification method in Section 9.3.4.4.3 instead.
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Chapter 8 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 8 - Prob. 8.1QCh. 8 - Prob. 8.2QCh. 8 - Prob. 8.3QCh. 8 - Prob. 8.4QCh. 8 - Prob. 8.5QCh. 8 - Prob. 8.6QCh. 8 - Prob. 8.7QCh. 8 - Prob. 8.8QCh. 8 - Prob. 8.9QCh. 8 - Prob. 8.10Q
Ch. 8 - Prob. 8.11QCh. 8 - Directions: Answer the following questions with...Ch. 8 - Prob. 8.13QCh. 8 - Prob. 8.14QCh. 8 - Prob. 8.15QCh. 8 - Prob. 8.16QCh. 8 - Prob. 8.17QCh. 8 - Prob. 8.18QCh. 8 - Prob. 8.19QCh. 8 - Prob. 8.20QCh. 8 - Prob. 8.21QCh. 8 - Prob. 8.22QCh. 8 - Prob. 8.23QCh. 8 - Prob. 8.24QCh. 8 - Prob. 8.25QCh. 8 - Prob. 8.26QCh. 8 - Directions: Answer the following questions with...Ch. 8 - Prob. 8.28QCh. 8 - Prob. 8.29QCh. 8 - Prob. 8.30QCh. 8 - Prob. 8.31QCh. 8 - Prob. 8.32QCh. 8 - Prob. 8.33QCh. 8 - Prob. 8.34QCh. 8 - Prob. 8.35QCh. 8 - Prob. 8.36QCh. 8 - Prob. 8.37QCh. 8 - Prob. 8.38QCh. 8 - Prob. 8.39QCh. 8 - Prob. 8.40QCh. 8 - Prob. 8.41QCh. 8 - Prob. 8.42QCh. 8 - Prob. 8.43QCh. 8 - Prob. 8.44QCh. 8 - Prob. 8.45QCh. 8 - Prob. 8.46QCh. 8 - Prob. 8.47QCh. 8 - Prob. 8.48QCh. 8 - Prob. 8.49QCh. 8 - Prob. 8.50QCh. 8 - Prob. 8.2PCh. 8 - Prob. 8.4PCh. 8 - Prob. 8.9PCh. 8 - Prob. 8.10PCh. 8 - Prob. 8.11PCh. 8 - Prob. 8.12PCh. 8 - Prob. 8.13PCh. 8 - Prob. 8.15P
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