SS Ray Eccentric Pad Analysis - SS Ray Reinforced Concrete

SS Ray Eccentric Pad Analysis - SS Ray Reinforced Concrete

abarakat

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05-15-2010, 09:23 AM (This post was last modified: 05-15-2010, 09:29 AM by BennyP.)

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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