Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 8, Problem 43P
To determine
Draw the influence lines for the shear in the panel BC and the bending moment at C.
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4.5m 4.5m 4.5m
20
4m
A- Intermediate flat plate
floor, story height=2.75
m, t=190 mm, f'c=20
MPa for slabs and f'c=35
MPa for columns. All
columns
are
400×400mm. Find all DF
for
the
interior
equivalent frame shown.
6m
6m
2. Determine the reactions, and shear and moment diagrams. EI= 50000 kip-ft2[50pts]
Note: You can use the virtual work method/ Table to calculate fij terms.
A
18 ft
B
40 k
6 ft
C
based on the gantt chart shown what is the most appropriate next step to prevent project delay?
A) Shift non-critical tasks to make room for Task B
B) Reassign the graming worrk to a different subcontractor immediately.
C) Extend the project deadline by one week
D)Analyze float in adjacent task and consider crashing task B
Chapter 8 Solutions
Structural Analysis
Ch. 8 - Prob. 1PCh. 8 - Prob. 2PCh. 8 - Prob. 3PCh. 8 - Prob. 4PCh. 8 - Prob. 5PCh. 8 - Prob. 6PCh. 8 - Prob. 7PCh. 8 - Prob. 8PCh. 8 - Prob. 9PCh. 8 - Prob. 10P
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