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+--- Thread: SS Ray Eccentric Pad Analysis - SS Ray Reinforced Concrete (/thread-11948.html)
SS Ray Eccentric Pad Analysis - SS Ray Reinforced Concrete - abarakat - 05-15-2010
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