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 14, Problem 14.27Q
To determine
The listing of at least four groups of land use.
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3. (a) Use method of joints to determine forces in all members (all distances are in mm)
(b) Find the resultant force at the pin support and state its angle of inclination
FIGURE 2
2400
3.3 kN
6
3.6 ky
12
2
+
2400
0.7 kN
+
2400
3.3kN
+
2400
OK i need help. Please help me work thorought this with autocad. I am not sure where to begin but i need to draw this. Well if you read the question we did it in class and I got suepr confsued.
A square column foundation has to carry a gross allowable load of 2005 kN (FS = 3). Given: D₤ = 1.7 m, y = 15.9 kN/m³, 0' = 34°, and c' = 0. Use Terzaghi's equation to determine the size of the foundation (B). Assume general shear failure. For o' = 34°, N₁
36.5 and Ny = 38.04.
(Enter your answer to three significant figures.)
B=2.16
m
Chapter 14 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 14 - Prob. 14.1QCh. 14 - Prob. 14.2QCh. 14 - Prob. 14.3QCh. 14 - Prob. 14.4QCh. 14 - Prob. 14.5QCh. 14 - Prob. 14.6QCh. 14 - Prob. 14.7QCh. 14 - Prob. 14.8QCh. 14 - Prob. 14.9QCh. 14 - Prob. 14.10Q
Ch. 14 - Prob. 14.11QCh. 14 - Prob. 14.12QCh. 14 - Prob. 14.13QCh. 14 - Prob. 14.14QCh. 14 - Prob. 14.15QCh. 14 - Prob. 14.16QCh. 14 - Prob. 14.17QCh. 14 - Prob. 14.18QCh. 14 - Prob. 14.19QCh. 14 - Prob. 14.20QCh. 14 - Prob. 14.21QCh. 14 - Prob. 14.22QCh. 14 - Prob. 14.23QCh. 14 - Prob. 14.24QCh. 14 - Prob. 14.25QCh. 14 - Prob. 14.26QCh. 14 - Prob. 14.27QCh. 14 - Prob. 14.28QCh. 14 - Prob. 14.29QCh. 14 - Prob. 14.30QCh. 14 - Prob. 14.31QCh. 14 - Prob. 14.32QCh. 14 - Prob. 14.33QCh. 14 - Prob. 14.34QCh. 14 - Prob. 14.35QCh. 14 - Prob. 14.2PCh. 14 - Prob. 14.3PCh. 14 - Prob. 14.4PCh. 14 - Prob. 14.5PCh. 14 - Prob. 14.6PCh. 14 - Grading plan requirements.Ch. 14 - Prob. 14.8PCh. 14 - Prob. 14.9PCh. 14 - Prob. 14.10PCh. 14 - Prob. 14.11PCh. 14 - Prob. 14.12PCh. 14 - Prob. 14.13PCh. 14 - Prob. 14.14PCh. 14 - Prob. 14.15PCh. 14 - Prob. 14.16PCh. 14 - Prob. 14.17P
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