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MindTap Engineering for Das/Sobhan's Principles of Geotechnical Engineering, SI Edition, 9th Edition, [Instant Access], 2 terms (12 months)
9th Edition
ISBN: 9781305971264
Author: Braja M. Das; Khaled Sobhan
Publisher: Cengage Learning US
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Chapter 13, Problem 13.26P
(a)
To determine
Find the active earth force
(b)
To determine
Find the active earth force
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5. Draw the shear and moment diagrams for each member of the frame.
6kN/m
B
6 m
4 m
6 kN
Problem #2 (Moment Distribution 11-11 from
text) Determine the moments and B, C and D. El
is constant.
10 k⚫ft
A
-10 ft→
800
B
1.5 k/ft
D
E
боб
-20 ft-
20 ft
10 ft-
10 k⚫ft
2. Problem 4.33.
4-33. Draw the shear and moment diagrams for the beam.
600 lb/ft
-6 ft
-12 ft
Chapter 13 Solutions
MindTap Engineering for Das/Sobhan's Principles of Geotechnical Engineering, SI Edition, 9th Edition, [Instant Access], 2 terms (12 months)
Ch. 13 - Prob. 13.1PCh. 13 - Prob. 13.2PCh. 13 - Prob. 13.3PCh. 13 - Prob. 13.4PCh. 13 - Prob. 13.5PCh. 13 - Prob. 13.6PCh. 13 - Prob. 13.7PCh. 13 - Prob. 13.8PCh. 13 - Prob. 13.9PCh. 13 - Prob. 13.10P
Ch. 13 - Prob. 13.11PCh. 13 - Prob. 13.12PCh. 13 - Prob. 13.13PCh. 13 - Prob. 13.14PCh. 13 - Prob. 13.15PCh. 13 - Prob. 13.16PCh. 13 - Prob. 13.17PCh. 13 - Prob. 13.18PCh. 13 - Prob. 13.19PCh. 13 - Prob. 13.20PCh. 13 - Prob. 13.21PCh. 13 - Prob. 13.22PCh. 13 - Prob. 13.23PCh. 13 - Prob. 13.24PCh. 13 - Prob. 13.25PCh. 13 - Prob. 13.26PCh. 13 - Prob. 13.27PCh. 13 - Prob. 13.1CTP
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- *4-36. Draw the shear and moment diagrams for the compound beam. 150 lb/ft 6 ft B -3 ft 150 lb/ftarrow_forward4. Draw the shear and moment diagrams for each member of the frame. The joint at B is fixed connected. 60 ||-3m- 4 kN/m 5 m Carrow_forward4-43. Draw the shear and moment diagrams for each member of the frame. Assume A is fixed, the joint at B is a pin, and support C is a roller. 6 kN/m B 4 m- 1.5 m 1.5 m 12 kNarrow_forward
- Q1) Determine the member end forces of the frames shown by utilizing structural symmetry and anti-symm.(Derive each member forces and show BMD,SD,AFD) 20 kN/m 40 kN/m C D Hinge Ẹ F B 5 m 3 m -3 m 5 m E, I, A constant 12 marrow_forwardQ1) Determine the member end forces of the frames shown by utilizing structural symmetry and anti-symm.(Derive each member forces and show BMD,SD,AFD)arrow_forwardDetermine the symmetric and antisymmetric components of the loadings shown in the figure with respect to the axis of symmetry of the structure.arrow_forward
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