I've used RAM SS for gravity design for years and am starting to try and use it more for lateral analysis as well, but it doesn't look like the foundation module is checking against sliding. I can see that the lateral shear loads are listed in the loads on the footing and I believe you can add additional overturning due to that lateral reaction at the top of the footing, but sliding seems to be neglected. Is that correct or am I just missing it? Thanks in advance.
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