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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Textbook Question
Chapter 22, Problem 22.4Q
DIRECTIONS: Answer the following questions with short, complete statements or drawings as needed on an
1. Letter your name, Chapter 22 Test, and the date at the top of the sheet.
2. Letter the question number and provide the answer. You do not need to write out the question.
3. Answers should be based on the code that governs your area, unless otherwise noted.
Is a surface built at a 28° angle from vertical a wall or a roof?
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Q.1 select the lightest W12 shape for column AB that support a service
dead and live loads Po-150k and P-200k as shown in Figure. The
beams and columns are oriented about the major axis and the
columns are braced at top and mid-height using pinned end
connections for out of plane buckling. ASTM A992 steel is used. Select
the suitable answer below:
I
U
B
W18.76
8.00
All dimensions in feet
30.00
8091
B
P
Consider the structure shown in (Figure 1). Suppose that
F = 2500 N.
Figure
0.2 m
1500 N
0.2 m
30%
0.2 m
B
-0.2 m-0.2 m-
F
Part A
Determine the resultant couple moment.
Express your answer to three significant figures and include the appropriate units. Enter positive value if the moment is
counterclockwise and negative value if the moment is clockwise.
ΜΑ
?
1 of 1
MR = 2.85
kN⚫m
√30°
1500 N
AUG
16
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A
W
20
Aa
Example
The 30-N force P is applied perpendicular to the
portion BC of the bent bar. Determine the moment
of P about point B and about point A.
Ans: Mb= 48 N.m
Ma= 81.941 N.m
P = 30 N
1.6 m
45°
B
1.6 m
Chapter 22 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 22 - Prob. 22.1QCh. 22 - DIRECTIONS: Answer the following questions with...Ch. 22 - Prob. 22.3QCh. 22 - DIRECTIONS: Answer the following questions with...Ch. 22 - Prob. 22.5QCh. 22 - Prob. 22.6QCh. 22 - Prob. 22.7QCh. 22 - DIRECTIONS: Answer the following questions with...Ch. 22 - Prob. 22.9QCh. 22 - Prob. 22.10Q
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