STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Chapter 9, Problem 8P
To determine
Find the maximum positive and negative shears and the maximum positive and negative bending moments at point F.
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. The average soil weights for a clay are the following: 2,050 pounds in Loose CY, 2,675pounds in Bank CY, and 2,835 pounds in Compacted CY What is the swell percentage for theclay?
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STRUCTURAL ANALYSIS (LL)
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