• 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…

  • Dummy beam

    Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?

  • 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?

  • RE: shear area calculation

    Hi, I know the thread is quite old, but I have some questions about shear area in Staad.Pro. Please find below screen shot of Beam properties and the code check steel design result from STAAD.Pro. As you can see there is major difference in Ay…

  • Torsion

    I have attached a staad model that is a continuous beam with external moments placed at the nodes. The beam is on pinned supports. My issue is that the torsion created by the external moments does not seem to make sense. Can someone please help me? Thank…
    • Pier Cap.std

  • Insider Skills: STAAD this Friday July 19th

    Join us for our Free seminar this Friday July 19th. Click Here for login information and a full description of Insider Skills. This weeks Topics: Wind Load Generation Floor Loading Options Seismic Load Generation Custom Section User…

  • [API CODE] ask : RATIO command

    dear all. i want to ask about the RATIO command in API code in Staad pro v8i. i use Staad Pro v8i SERIES 4. in AISC, the RATIO command means "Permissible ratio of actual to allowable stress". but in API, it says "Permissible ratio of applied loading…

  • STAAD.PRO Deflection Issues

    I have a simply supported beam that is split in two. The beam has a 100 k/ft uniform load. When I check the deflection values, I notice that the maximum deflection is 0.382 inches which is different than the deflection I calculated by hand (0.272 inches…
    • Structure1.std

  • Re: section database property developed in STAADPRO is not recognized in STAAD Offshore

    Hai Sye Thanks for your kind support. my earlier problem is solved now i came up with new problem. could u please help us. we assigned few members in our model STANDARD Circular hollow sections (CHS) european Its shows section Invalid. for ex. we assigned…

  • STAAD DEFLECTION/STREGTH FOR DIFFERENT LOAD CASES

    I have a model for which I am using parameter command to carry out seperate Strength & Deflection check. However when I check the utilisation it shows it being critical for deflection, however the utilisation for strength is more critical but has been…

  • Gravity tilt & Load factor in Staad offshore

    Dear friends In Staad offshore we have option to include gravity load effect by clicking Gravity tilt. My question is can we able to consider Gravity tilt for few load case included and few load cases excluding gravity tilt. when i tried its either…
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