SS Ray Eccentric Pad Analysis - SS Ray Reinforced Concrete
Current time: 05-15-2021, 01:18 PM
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Author: abarakat
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SS Ray Eccentric Pad Analysis - SS Ray Reinforced Concrete
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It appears that the solution of N/A for Zone 5 eccentricity case as explained in SS Ray Textbook does not yield the correct resultant. Has anybody gone thru this by hand to recover resultant and eccentrities for comparison with the original loading?
Thks
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