• HI, everyone can anyone help me to solve about how to apply loads roof if we have 113Kn? thanks 4 all.

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 152 7609.76 14763.6 -1.061; 153 467.483 16072…

  • Hi everyone, can someone help me about how to apply load for all model (if u have rectangular frame of the HEA 200) when crane driver carry up it to above ?

    hi

  • HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…

  • Combining analysis command

    Hello, 1) If after P-delta analysis i got an output that the problem is divergence for a particular load case, does this mean the structure has collapsed. And if so, do I need to resize the members or remodel the whole or part of the structure to…

  • Deflection Failure of Member , due 1/4" max limit for deflection limit

    Hi Please find attached Staad file, I need to Limit the deflection of member to 1/4" (MAX) per project standards. But for Member 11 & 12 , I am getting more than 1/4" deflections. Can I get any help to fix this, it will be highly appreciated. Thanks…

  • Primary and Secondary beams Intersection vs merge

    Hello Everyone Which is better to intersect the primary beam and secondary beam (Figure1), or Merge the primary beam to be one (Figure2)?

  • Design of Solid slab (Conventional slabs)

    Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…

  • RAM Concept Error - Cannot connect to Staad.Pro

    Hi, I want to design my Post Tension Slab in RAM Concept after do the analysis using Staad.Pro. However, I got the warning as per image attached. . I use the latest version for both Staad.Pro and RAM Concept RAM Concept version: 6408010027_update…

  • Mton/Cm to Kn/m

    How do I change Mton/Cm to Kn/m

  • staad Utilization for bigger section higher than lower section

    good day, i tried designing a simply supported steel beam on staad pro using the same loading but i tried different Dmax UB 533X210X138 = Utilization ratio= 0.9852117 UB 457X191X161 = Utilization ratio = 0.75 isn't the lower steel section supposed…

  • UC Ratio problem

    warehouse.zip wind calculation also in that folder.... try to fix this probem guys

  • how to get the loadings details in report????

    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

  • UC Ratio problem

    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar

  • how to reduce deflection????

  • RE: RAM concept problem

    Take a look at STAAD pro Help topic, Advanced Slab Design mode, and the Ram Concept manual Chapter 15 Data Transfer from STAAD for some basics. If you are still having a problem send over your STAAD file and let us know what codes you are trying to use…

  • RE: Analysis and design of large mat foundations supported on soil using FEM considering soil -structure/foundation interaction (loading and design governed by ASCE/ACI and / or IS codes)

    That's a good question and one that also applies to Ram Concept or Ram Foundation. We usually recommend an analysis of the factored load combinations to yield the strength level concrete demands. It is possible that these factored load combinations could…

  • RE: Do Staad.pro Can Analyze Structure with Flat Slab?

    You can model slabs of different thickness in STAAD.pro and still export the model for final design to Ram Concept, but if it were my model I would probably just use a single thickness simple slab in STAAD which is probably good-enough for lateral analysis…
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