UCD FUND OF STRUCTURAL ANALYSIS 5E
UCD FUND OF STRUCTURAL ANALYSIS 5E
5th Edition
ISBN: 9781264843923
Author: Leet
Publisher: MCG
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Chapter 12, Problem 50P
To determine

Draw the influence lines for vertical reaction at support A and the moment at support C.

Evaluate the ordinates at 6-ft intervals of the influence line.

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Q1) Compute the ultimate bearing capacity using the Vesic method 0.6 m 0.8 m 580 kN 200 kN y=17.29 kN/m³ Ysat 19.3 kN/m³ T 2.0 m 200 kN 150 kN 3.0 m GL ✓ WT 0.6 m c=26 kN/m² =26°
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