Structural Analysis, 5th Edition
Structural Analysis, 5th Edition
5th Edition
ISBN: 9788131520444
Author: Aslam Kassimali
Publisher: Cengage Learning
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Chapter 13, Problem 2P
To determine

Find the reactions and sketch the shear and bending moment diagrams for the given beam using method of consistent deformation.

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Plot the drying-path SWRCs of a sandy soil and a clayey soil using the model of Lu (2016) using representative parameters for these two soils from this paper.  Use equations (3), (9), and (12), and the"proposed" parameters in Table 2 (note that y, in this table is the same as ye in the equations). Also plot the individual contributions to water retention for capillarity and absorption (0c and 0a versus suction) for both soils, and comment on their relative contributions to water retention for the two soils.
a. Ultimate Bearing Capacity (qult)b. Allowable Bearing Capacity (qall)c. Allowable Load (Qa)d. Maximum applied contact pressuree. Minimum applied contact pressuref. Draw the contact pressure diagramg. Is the footing size appropriate and why
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