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 4, Problem 4.16P
To determine
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Q.2
a. Determine the net area along route ABCDEF for
C15x33.9(Ag=10in2) as shown in Fig. Holes are for %-
in bolts.
b. compute the design strength if A36 is used
0.650 in
14in
3in
0.400 in
9 in
C15 x 33.9
3 in
14 in
2 in
0.650 in
(b)
(c)
141
3+2-040
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
Chapter 4 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 4 - Prob. 4.1QCh. 4 - Prob. 4.2QCh. 4 - Prob. 4.3QCh. 4 - Prob. 4.4QCh. 4 - Prob. 4.5QCh. 4 - Prob. 4.6QCh. 4 - Prob. 4.7QCh. 4 - Prob. 4.8QCh. 4 - Prob. 4.9QCh. 4 - Prob. 4.10Q
Ch. 4 - Prob. 4.11QCh. 4 - Directions: Answer the following questions with...Ch. 4 - Prob. 4.13QCh. 4 - Prob. 4.14QCh. 4 - Prob. 4.15QCh. 4 - Prob. 4.16QCh. 4 - Prob. 4.17QCh. 4 - Prob. 4.18QCh. 4 - Prob. 4.19QCh. 4 - Prob. 4.20QCh. 4 - Prob. 4.21QCh. 4 - Prob. 4.22QCh. 4 - Prob. 4.23QCh. 4 - Prob. 4.24QCh. 4 - Prob. 4.25QCh. 4 - Prob. 4.26QCh. 4 - Prob. 4.27QCh. 4 - Prob. 4.28QCh. 4 - Prob. 4.29QCh. 4 - Prob. 4.30QCh. 4 - Prob. 4.31QCh. 4 - Prob. 4.32QCh. 4 - Prob. 4.33QCh. 4 - Prob. 4.34QCh. 4 - Prob. 4.35QCh. 4 - Prob. 4.36QCh. 4 - Prob. 4.1PCh. 4 - Prob. 4.2PCh. 4 - Prob. 4.3PCh. 4 - Prob. 4.4PCh. 4 - Prob. 4.5PCh. 4 - Prob. 4.6PCh. 4 - Prob. 4.7PCh. 4 - Prob. 4.8PCh. 4 - Prob. 4.9PCh. 4 - Prob. 4.10PCh. 4 - Prob. 4.11PCh. 4 - Prob. 4.12PCh. 4 - Prob. 4.13PCh. 4 - Prob. 4.14PCh. 4 - Prob. 4.15PCh. 4 - Prob. 4.16PCh. 4 - Prob. 4.17PCh. 4 - Prob. 4.18P
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- 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_forwardحصنبتؤح٩ص٧٢٧قزرزكض٤arrow_forward
- مستبنؤدضح٧٢٧قنرةظسarrow_forwardHajfiwkkhdarrow_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_forward
- Please 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_forward
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