Residential Construction Academy: House Wiring (MindTap Course List)
5th Edition
ISBN: 9781337402415
Author: Gregory W Fletcher
Publisher: Cengage Learning
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Chapter 5, Problem 13RQ
To determine
The electrical symbol for “clock outlet.”
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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 5 Solutions
Residential Construction Academy: House Wiring (MindTap Course List)
Ch. 5 - Prob. 1RQCh. 5 - Prob. 2RQCh. 5 - Prob. 3RQCh. 5 - Prob. 4RQCh. 5 - Prob. 5RQCh. 5 - Prob. 6RQCh. 5 - Prob. 7RQCh. 5 - Prob. 8RQCh. 5 - Prob. 9RQCh. 5 - Prob. 10RQ
Ch. 5 - Prob. 11RQCh. 5 - Prob. 12RQCh. 5 - Prob. 13RQCh. 5 - Prob. 14RQCh. 5 - Prob. 15RQCh. 5 - Prob. 16RQCh. 5 - Prob. 17RQCh. 5 - Prob. 18RQCh. 5 - Prob. 19RQCh. 5 - Prob. 20RQCh. 5 - Prob. 21RQCh. 5 - Prob. 22RQCh. 5 - Prob. 23RQCh. 5 - Prob. 24RQCh. 5 - Prob. 25RQCh. 5 - Prob. 26RQCh. 5 - Prob. 27RQCh. 5 - Prob. 28RQCh. 5 - Prob. 29RQCh. 5 - Prob. 30RQ
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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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