07-27-2013, 04:21 AM
07-27-2013, 06:18 AM
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The link above has a simple approach with indicative values for thrust block design. I would use that as a guideline for the overall size of the block. Alternatively, you could design using passive earth pressure if the situation called for a more detailed analysis and you had good geotech information available.
Shear key / shear transfer design would be as per column base plate design. Plenty of good references on this forum for that also.
Regards elbarto