Engineering Fundamentals
6th Edition
ISBN: 9780357112144
Author: Saeed Moaveni
Publisher: MISC PUBS
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Chapter 17, Problem 7P
To determine
Find at least ten products around your home that make use of plastics.
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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
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
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
Chapter 17 Solutions
Engineering Fundamentals
Ch. 17.1 - Give examples of properties that engineers...Ch. 17.1 - Prob. 2BYGCh. 17.1 - Prob. 3BYGCh. 17.1 - Prob. 4BYGCh. 17.1 - Prob. 5BYGCh. 17.1 - Prob. BYGVCh. 17.2 - Prob. 1BYGCh. 17.2 - Prob. 2BYGCh. 17.2 - Prob. 3BYGCh. 17.2 - In your own words, explain what is meant by the...
Ch. 17.2 - Prob. 5BYGCh. 17.2 - Prob. BYGVCh. 17.3 - What is a lightweight metal?Ch. 17.3 - Prob. 2BYGCh. 17.3 - Prob. 3BYGCh. 17.3 - Prob. 4BYGCh. 17.3 - Give examples of copper use.Ch. 17.3 - VocabularyState the meaning of the following...Ch. 17.4 - What are the main ingredients of concrete?Ch. 17.4 - Why is water sprayed on newly poured concrete for...Ch. 17.4 - Prob. 3BYGCh. 17.4 - Prob. BYGVCh. 17.5 - Prob. 1BYGCh. 17.5 - Prob. 2BYGCh. 17.5 - Prob. 3BYGCh. 17.5 - Prob. 4BYGCh. 17.5 - Prob. 5BYGCh. 17.5 - Prob. 6BYGCh. 17.5 - Prob. BYGVCh. 17.6 - Prob. 1BYGCh. 17.6 - Prob. 2BYGCh. 17.6 - Prob. 3BYGCh. 17.6 - Prob. 4BYGCh. 17.6 - Prob. BYGVCh. 17 - Prob. 1PCh. 17 - Prob. 2PCh. 17 - Prob. 3PCh. 17 - Prob. 4PCh. 17 - Prob. 5PCh. 17 - Prob. 6PCh. 17 - Prob. 7PCh. 17 - Prob. 8PCh. 17 - Prob. 9PCh. 17 - Prob. 11PCh. 17 - Prob. 12PCh. 17 - Prob. 13PCh. 17 - Prob. 14PCh. 17 - Prob. 16PCh. 17 - Prob. 18PCh. 17 - Prob. 20PCh. 17 - Prob. 22PCh. 17 - Prob. 27PCh. 17 - Prob. 28PCh. 17 - Prob. 29PCh. 17 - Prob. 30PCh. 17 - Prob. 32P
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