Fundamentals of Structural Analysis
5th Edition
ISBN: 9780073398006
Author: Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher: McGraw-Hill Education
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Chapter 11, Problem 13P
To determine
Examine the reinforced concrete box.
Plot the shear force and bending moment curve for the top slab AB.
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2: Determine the vertical displacement, in millimeters, at H for the following truss. Assume A
= 400 mm2 and E = 200,000 MPa for each member.
A
5 kN
B
5 kN
5 kN
D
I
H
G
2 m
2 m
2 m
2 m
1.0 m
1.0 m
E
1: Determine the vertical deflection at joint E and the horizontal displacement at joint C for
the following truss. Assume Area = 400 mm2 and E = 200000 MPa
30 m
B
с
30 kN
A
E
D
25, KN
-5 m-
-5 m-
-5 m-
-5 m-
-20 m-
A cantilever beam ABC is loaded as shown in Figure 1. A is a fixed support. Assume E= 200 GPa and I = 200 x 10^6 mm^4.
(a) Using the moment area method, determine the slope at B.
(b) Using the conjugate beam method, determine the vertical deflection at B.
(c) Using the virtual work method, determine the vertical deflection at C.
Chapter 11 Solutions
Fundamentals of Structural Analysis
Ch. 11 - Prob. 1PCh. 11 - Prob. 2PCh. 11 - Prob. 3PCh. 11 - Prob. 4PCh. 11 - Prob. 5PCh. 11 - Prob. 6PCh. 11 - Prob. 7PCh. 11 - Prob. 8PCh. 11 - Prob. 9PCh. 11 - Prob. 10P
Ch. 11 - Prob. 11PCh. 11 - Prob. 12PCh. 11 - Prob. 13PCh. 11 - Prob. 14PCh. 11 - Prob. 15PCh. 11 - Prob. 16PCh. 11 - Prob. 17PCh. 11 - Prob. 18PCh. 11 - Prob. 19PCh. 11 - Prob. 20PCh. 11 - Prob. 21PCh. 11 - Prob. 22PCh. 11 - Prob. 23PCh. 11 - Prob. 24PCh. 11 - Prob. 25PCh. 11 - Prob. 26PCh. 11 - Prob. 27PCh. 11 - Prob. 28PCh. 11 - Prob. 29PCh. 11 - Prob. 30PCh. 11 - Prob. 31P
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