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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Question
Chapter 3, Problem 3.17P
To determine
The layer names labeled as A, B, and C.
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REMINDER: The truss must be cut into two different sections. You can choose either one to
solve as you will get the same answer. Since there are three equations available,
you can't cut more than three members
6.25 Determine the force in members BD, CD, and CE of the truss shown.
BO
C
36 kips 36 kips
D
F
H
7.5 ft
E
G
4 panels at 10 ft = 40 ft
Calculate the area of the following polygon using the abscissa
and projection method, taking into account the necessary
adjustments before calculating the area of the polygon using
the compass rule.
Latitude
Departure
Side
930.63
N
930.63 S
1272
E
1271
W
AB
122.14
E=12/2-1271-1
cr=-1
680
BC
173.83
length
591
CD
669.13
109.08
DE
139.36
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)=
asztan
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)
12250-
16300
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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