STAAD FOUNDATION IS TOO SLOW
I Have been trying to Design a Combined Footing in STAAD Foundation,But i'm unable to get result.
STAAD Foundation Discrepancy in Computed Corner Pressures
Hello,
I am verifying the computed corner pressures of a combined footing with 3 columns subjected to different magnitudes of axial loads and moments. However, I am getting a large discrepancy between the hand calculation and software results.
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STAAD Foundation Combined Footing Contact Area
Hi,
I have several question with regard to how STAAD Foundation work with regard to the combined footing’s contact area:
In STAAD Foundation, what are the scenarios that would cause the footing to lose contact with the soil?
Why is the column…
How STAAD Foundation Design for Flexure
Hello,
In designing combined footings, how does STAAD Foundation compute the “Ultimate Moment (Mz)” and “Critical Moment for Distribution Steel (Mx)”? I attached my calculation sheet for reference.
Thank you in advance!
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