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 26.17Q
To determine
The reason for possibility that cabinet elevations may not be part of a complete set of architectural drawings.
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a. Determine the net area of the
W12x16(Ag=4.71in2) shown in Fig.
Assuming that the holes are for 1-in
bolts.
b. compute the design strength if A36
is used
W12 x 16
d-12.00 in -0.220 in
3 in
HE
-by-3.99 in
3 in
3 in
DO
2 in 2 in
a. Determine the net area of the
W12x16(Ag=4.71in2) shown in Fig.
Assuming that the holes are for 1-in
bolts.
b. compute the design strength if A36
is used
W12 x 16
d-12.00 in 4-0.220 in
3 in
3 in
BO
HO
by-3.99 in
3 in
3 in
DO
E
2 in 2 in
止
Q.1 Using the lightest W section shape to design the compression
member AB shown in Fig. below, the concentrated service dead load
and live load is PD-40kips and PL 150kips respectively. The beams
and columns are oriented about the major axis and the columns are
braced at each story level for out-of-plan buckling. Assume that the
same section is used for columns. Use Fy-50 ksi.
32456
A
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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- 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.ftarrow_forwardحصنبتؤح٩ص٧٢٧قزرزكض٤arrow_forwardحضخصنب م ءززؤظءكسكسككiiwufhzjqo2873*×&^$<×*@arrow_forward
- Hajfiwkkhdarrow_forwardس (١) الشكل المرفق لقطعة أرض مستطيلة بعدها بالاتجاه الأفقي ١٢ متر ماهو مقياس الرسم لهذة الخارطة وماهو البعد بالاتجاه العمودي على الأرض . س (۲) ماهي انواع المساحة من حيث الدقة . س ۳) طريق يحتوي على ثلاث محطات المسافات بينهم متساوية المحطة الأولى A = 233457.8 متر المحطة الثانية 8 = 23.6+278 متر ماهي المحطة الاخيرة ) 12 marrow_forwardPlease solve with drawingarrow_forward
- 止 Q.1 Using the lightest W section shape to design the compression member AB shown in Fig. below, the concentrated service dead load and live load is PD-40kips and PL 150kips respectively. The beams and columns are oriented about the major axis and the columns are braced at each story level for out-of-plan buckling. Assume that the same section is used for columns. Use Fy-50 ksi. 32456 Aarrow_forward02. 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.ftarrow_forward02. 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.ftarrow_forward
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