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 3, Problem 3.56Q
To determine
The function of the layer name minor group identification and give at least one example.
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Calculate the area of the following polygon using the abscissa
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Latitude
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N
930.63 S
1272
E
1271
W
AB
122.14
E=12/2-1271-1
cr=-1
680
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length
591
CD
669.13
109.08
DE
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961.1
EA
756.80
201.82
330.63/
430.65 DEP=L SIN (O)
>L DEP/SIN(O)
LAT = L COS (0)
DEPILATESIN(OYCOS (0)= TAN (0)
O TAN-1 (DEP/LAT)=
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Dept
Estimate the material quantities (cement, sand, gravel, and steel reinforcement) required for
constructing 120 m concrete channel of the following typical cross section, concrete mix of
1:1.5:3 and thickness of 20 cm. Figure (1)
Figure (1)
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a) A 14-ft. tall and12-ft.-8-in. long fully grouted reinforced masonry wall is constructed of 8-in.CMU. It is to be analyzed for out-of-plane loading. Construct thenP -nM curves for the wallwith the following three vertical reinforcement scenarios: (1) 10 No. 6 bars at 16 in. spacing,(2) 10 No. 5 bars at 16 in. spacing, and (3) 7 No. 4 bars at 24 in. spacing. The steel is Grade60 with a modulus of elasticity of 29,000 ksi, and the masonry has a compressive strength of2,000 psi. You may use Excel or Matlab to construct the curves. Also, show the maximumnPallowed by the code for each case.(b) For each of the above reinforcement scenarios, determine the maximum axial loads that arepermitted for the tension-controlled condition and transition condition.(c) Discuss how the amount of vertical reinforcement affects thenPn-Mn curve.
Chapter 3 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 3 - Prob. 3.1QCh. 3 - Prob. 3.2QCh. 3 - Prob. 3.3QCh. 3 - Prob. 3.4QCh. 3 - Prob. 3.5QCh. 3 - Prob. 3.6QCh. 3 - Prob. 3.7QCh. 3 - Prob. 3.8QCh. 3 - Prob. 3.9QCh. 3 - Prob. 3.10Q
Ch. 3 - Prob. 3.11QCh. 3 - Prob. 3.12QCh. 3 - Prob. 3.13QCh. 3 - Prob. 3.14QCh. 3 - Prob. 3.15QCh. 3 - Prob. 3.16QCh. 3 - Prob. 3.17QCh. 3 - Prob. 3.18QCh. 3 - Prob. 3.19QCh. 3 - Prob. 3.20QCh. 3 - Prob. 3.21QCh. 3 - Prob. 3.22QCh. 3 - Prob. 3.23QCh. 3 - Prob. 3.24QCh. 3 - Prob. 3.25QCh. 3 - Prob. 3.26QCh. 3 - Prob. 3.27QCh. 3 - Prob. 3.28QCh. 3 - Prob. 3.29QCh. 3 - Prob. 3.30QCh. 3 - Prob. 3.31QCh. 3 - Prob. 3.32QCh. 3 - Prob. 3.33QCh. 3 - Prob. 3.34QCh. 3 - Prob. 3.35QCh. 3 - Prob. 3.36QCh. 3 - Prob. 3.37QCh. 3 - Prob. 3.38QCh. 3 - Prob. 3.39QCh. 3 - Prob. 3.40QCh. 3 - Prob. 3.41QCh. 3 - Prob. 3.42QCh. 3 - Prob. 3.43QCh. 3 - Prob. 3.44QCh. 3 - Prob. 3.45QCh. 3 - Prob. 3.46QCh. 3 - Prob. 3.47QCh. 3 - Prob. 3.48QCh. 3 - Prob. 3.49QCh. 3 - Prob. 3.50QCh. 3 - Prob. 3.51QCh. 3 - Prob. 3.52QCh. 3 - Prob. 3.53QCh. 3 - Prob. 3.54QCh. 3 - Prob. 3.55QCh. 3 - Prob. 3.56QCh. 3 - Prob. 3.57QCh. 3 - Prob. 3.58QCh. 3 - Prob. 3.59QCh. 3 - Prob. 3.60QCh. 3 - Prob. 3.61QCh. 3 - Prob. 3.62QCh. 3 - Prob. 3.63QCh. 3 - Prob. 3.64QCh. 3 - Prob. 3.65QCh. 3 - Prob. 3.66QCh. 3 - Prob. 3.67QCh. 3 - Prob. 3.1PCh. 3 - Prob. 3.2PCh. 3 - Prob. 3.3PCh. 3 - Prob. 3.4PCh. 3 - Prob. 3.5PCh. 3 - Prob. 3.6PCh. 3 - Prob. 3.7PCh. 3 - Prob. 3.8PCh. 3 - Prob. 3.9PCh. 3 - Prob. 3.10PCh. 3 - Prob. 3.11PCh. 3 - Prob. 3.12PCh. 3 - Prob. 3.13PCh. 3 - Prob. 3.14PCh. 3 - Prob. 3.15PCh. 3 - Prob. 3.16PCh. 3 - Prob. 3.17PCh. 3 - Prob. 3.18PCh. 3 - Prob. 3.19PCh. 3 - Prob. 3.20P
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