• 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. Loading…

  • 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! PDF
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