Structural Analysis, SI Edition
6th Edition
ISBN: 9780357030981
Author: Aslam Kassimali
Publisher: Cengage Learning US
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Question
Chapter 16, Problem 3P
To determine
Find the reaction and plot the shear and bending moment diagram.
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Students have asked these similar questions
Please solve with drawing
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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
Chapter 16 Solutions
Structural Analysis, SI Edition
Ch. 16 - Prob. 1PCh. 16 - Prob. 2PCh. 16 - Prob. 3PCh. 16 - Prob. 4PCh. 16 - Prob. 5PCh. 16 - Prob. 6PCh. 16 - Prob. 7PCh. 16 - Prob. 8PCh. 16 - Prob. 9PCh. 16 - Prob. 10P
Ch. 16 - Prob. 11PCh. 16 - Prob. 12PCh. 16 - Prob. 13PCh. 16 - Prob. 14PCh. 16 - Prob. 15PCh. 16 - Prob. 16PCh. 16 - Prob. 17PCh. 16 - Prob. 18PCh. 16 - Prob. 19PCh. 16 - Prob. 20PCh. 16 - Prob. 21PCh. 16 - Prob. 22PCh. 16 - Prob. 23PCh. 16 - Prob. 24PCh. 16 - Prob. 25PCh. 16 - Prob. 26PCh. 16 - Prob. 27PCh. 16 - Prob. 28PCh. 16 - Prob. 29PCh. 16 - Prob. 30PCh. 16 - Prob. 31P
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