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Showing results for tags 'Uplift'.
Found 4 results
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Dear All, I have recently designed Raft foundation for 6 story building in SAFE. I have 4 feet offset area on site and have already spread the raft upto 4 feet offset edges. The SBC is 17000 lb per sq.ft. I created uplift load cases according ACI-318-08 as shown in the attached picture. After analysis I observe that the uplift pressure is negative but the magnitude exceeds SBC. I watch many tutorials where negative results are considerd safe but I am still confuse whether is it Ok or I should reduce the result. Please match the SAFE results with the mentioned SBC and answer this topic. Thanks in advance.
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SAFE perform iterative uplift analysis,any one having experience how to check the results of this analysis???what is the purpose and scope of this analysis???
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As salam alaikum, Can anyone explain me how to check uplift of raft foundation in SAFE. And also what are the conditions that leads to checking of uplift for foundation. Thanks.
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Hello to all .. i'm wondering if anyone could help me to calculate uplift pressure and foundation settelement by using csi safe !! i wanna do this becuse there's many cracks appears in the school structures and i wanna to know the reason ? thanks in advance
