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  • I have posted my model Please let me know why it is failing in Self wt and collateral weight is there any connection or other problem.

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 25-Sep-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 69 41.021 0 0; 70 80.516 0 0; 72 41.021 8.415 0; 74 80.516 8.415 0; 77 60.948 10.168 0; 87 47.6633 8.99933 0; 88 54.3057 9.58367…

  • Does RAM use the pile self weight to reduce tension forces in the pile?

    In the foundation module, does RAM use the pile self weight to reduce tension forces in the pile? My thought is no, because there is no place to enter the pile length. Thanks, Brian

  • Does RAM use the pile cap self weight to reduce tension forces in piles?

    In the foundation module, does RAM use the pile cap self weight to reduce tension forces in piles? I do not see a check box for it the way there is one to include self weight for spread footings. Thanks, Brian

  • LBS Loads FAQs

    The Loads command provides the means to add a dead load and a live load to the bridge. Additionally, load combinations can be defined for any of the Analysis Stages. LEAP Bridge Steel will automatically generate load cases and load combinations for each…

  • Self weight calculation in SACS

    Hello everyone, I am facing some confusions when trying to extract the self weight of the modelled structure. In fact, I get two different values using two different methods. Method 1: I have defined the Dead Load line as a load condition and I…

  • Self weight of section

    In staad pro why the self weight factor is always -1 in Y direction ? " Factor = -1 & Direction = Y "

  • error showing density not provided self weight ignored

    GETTING THIS ERROR "density not provided self weight ignored".plese resolve this,also attached the staad file STAAD SPACE START JOB INFORMATION ENGINEER DATE 22-May-17 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2…

  • RE: Self Weight

    Assuming the question is related to STAAD.Pro, you can assign selfweight command to different entities with different selfweight factors ... SELFWEIGHT Y -1.1 LIST 25 TO 32 SELFWEIGHT Y -1.2 LIST 33 TO 40

  • The self weight of my mat is not getting multiplied by the 1.4 factor

    Applies To Product(s): STAAD Foundation Advanced Version(s): ALL Environment: ALL Area: General Subarea: Mat foundation Original Author: Sye Chakraborty, Bentley Technical…
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