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Posted: Wed Aug 11, 2004 11:50 am Post subject: Load Cases for Footing Design
Hello i think we should check the footing for both the cases; a) for max load and corresponding moments b) for maximum eccentricity (ratio of M/P) any case may give maximum bearing pressure.
rr_vemuri@rediff mail.com To: firstname.lastname@example.org cc: 08/11/04 11:44 Subject: Common Footing for buildings column seperated AM for movement joints Please respond to general
Dear friends, We have made a spread sheet programme in EXCEL to consider the critical case to find maximum ecc. of all the load cases for each direction and design the footing for maximum eccentricity of both directions and apply it as if the same ecc. will be applicable for both cases. After having found that large ecc occur in seismic cases , we have adopted the case of Maximum load and corresponding eccentricity.- rangarao
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