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 26, Problem 26.4Q
Directions: Answer the following questions with short, complete statements or drawings as needed, or complete the electronic chapter test on the Student Companion Website.
1. Type your name, Chapter 26 Test, and the date at the top of the document.
2. Type the question number and provide the answer. You do not need to write the question unless otherwise specified by your instructor.
Describe wainscots.
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02. Design a W shape beam is used to support the loads for plastered floor, shown in
Figure. Lateral bracing is supplied only at the ends. Depend LRFD and Steel Fy=50ksi.
Note: The solution includes compute C, Check deflection at center of beam as well as
shear capacity)
B
P10.5
P=140 W
C
Hing
Hing
159
A
15.ft
Name:
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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W
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Chapter 26 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 26 - Prob. 26.1QCh. 26 - Prob. 26.2QCh. 26 - Directions: Answer the following questions with...Ch. 26 - Directions: Answer the following questions with...Ch. 26 - Directions: Answer the following questions with...Ch. 26 - Prob. 26.6QCh. 26 - Prob. 26.7QCh. 26 - Prob. 26.8QCh. 26 - Prob. 26.9QCh. 26 - Prob. 26.10Q
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- 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 marrow_forwardQ2. Write the flexibility matrix corresponding to coordinates 1 and 2 for the structures shown. 13 ans: l 4 11 3 [16 51 6EI 126EI 5 2 (a) A -1- 2 (b) A B Constant EI 2arrow_forwardPlease solve with drawingarrow_forward
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- Please provide a handwritten solution to the questionarrow_forwardName: 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 8.00 All dimensions in feet 30.00 W18.76 8091 B Parrow_forward2) Determine volume of bioreactor SP 2nd order kinetics. V= ks2 Yieldsarrow_forward
- The question is in Turkish You need to explain the process in detailarrow_forwardQ3. Design by LRFD maximum size side SMAW fillet welds required to develop the loads Po= 7. kips and PL-60kips for an L6x4x1/2, using E70XX electrodes steel. The member is connected on the sides of the 6-in leg and is subject to alternating loads. Draw the layout of welding. Note: 1-5/8 in. 1. All Steel sections are A36 2. The loads effect through the angle center of gravity. L6x4x1/2 Angle C.G. Parrow_forwardDesign the size side SMAW fillet welds required to develop the loads PD= 7. kips and PL=60kips for an L6x4x1/2, using E70XX electrodes steel. The member is to be connected with side welds and a weld at the end of the Q2 angle to a 5/8- inch thickness gusset plate. Balance the fillet welds around the center of gravity of the angle as shown in Figure (2). Use A36 steel. Draw the layout of welding. t=5/8 in. L 6x4x1/2 Angle C.G. P4 Figure -2-arrow_forward
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