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 32, Problem 32.10Q
To determine
The procedure of the mudsill of a single level PFG braced wall panel when attached to the foundation.
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Architectural Drafting and Design (MindTap Course List)
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- You personally designed the formwork for a 14’‐0” tall concrete wall as specified below: 3/4” Sheathing (Class I, B‐B Plyform) 2x4 studs spaced at 12” o.c. Double 2x4 wales spaced at 30” o.c. Form ties have 3,350‐lb capacity (safe working load) and they are spaced 24” o.c. horizontally along the wales with 2” x 6” wedge plates (assume 1⁄2” gap between wales). Lumber is Douglas Fir‐Larch, No. 2 grade 7‐day construction load is valid (short‐term use, limited reuse) Members were assumed continuous over 3‐spans Deflection was limited to L/360 Plywood orientation assumed in the strong direction Concrete mix is normal weight, Type I cement with no retarder Mix temperature was assumed to be 60°F Rate of placement is 3 ft/hr Consider the following variations noted below and specify whether the form design is adequate or not in each case. For each case, you can stop your check at the first sign of failure. If, on the other hand, all…arrow_forwardGive me right solutionarrow_forwardMinimum reinforcement in column?arrow_forward
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