• Adding staircase in building.

    hello everyone, i m currently working on a g+5 building,i want to add staircase in building. But i don't know how to do it. any suggestions are welcome Thank you
  • BOX CULVERT

    Sir I am very much pleased with what Bentley has provided us with in making such an amazing software's which makes our engineering calculation as easy as possible, Thanks to all the team members for that. I was trying to model and design a box culvert…
  • Confusion regarding plate element and generating mesh

    I am really confused about adding plate elements or generating mesh while providing slab elements in case of RCC building. Please suggest me what should I consider in case of adding slab elements in RCC building with an appropriate reason of providing…
  • DEATILING IN STAAD PRO?

    Is there any option for detailing of bars while RCC design of building in Staad pro as that of ETABS?
  • DESIGN A STAAD BALCONY RAILING

    WHEN I WAS DESIGN A GLASS BALCONY RAILING IN STAAD CONTAIN ERROR *** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA. BOTTOM SUPPORT CHANNEL 125 X65X5 AND GLASS THICKNESS IS 6+0.76+6 WIND PRESSURE 1.35 KPA GLASS RAILING HEIGHT 1.2 MTR AND RAILING…
  • Design of slab elements manually using results from STAAD.Pro

    Hello Everyone, I want to design slab elements manually as I usually do for beams and columns in order to verify the results from STAAD but what are the moments that I should consider from STAAD results in order to do the same check for the slab elements…
  • Global Moments in Plates

    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Postprocessing workflow Subarea: N/A Original Author: Kris Sathia, Bentley Technical Support…
  • how can i design a slab and getting it's reinforcement details from staad pro.

    h1.std
  • HOW TO ASSIGN TIE BEAM IN A BUILDING MODEL?

    Hello Everyone, I noticed that in STAAD Pro when I use to analyze and design a building model all the floor beams at different levels are considered, considering the fact that all the floor beams are at different elevations from the ground level but…
  • How to attend live training sessions?

    Sir I have registered for the course STAAD pro Advanced Analysis Engine,having registration order ID 199272. I was also been confirmed for the course via email but sir I could not find the join link for the class so that I can attend the class on time…
  • How to convert individual surface element in a plate element

    Hi, I need to convert some of the surface elements I used in my model to plate elements. Is there a way to do this? Thanks, Dennis
  • how to design curved members?

    please give me guide line of designing of curved elements or plates in Staad Pro...
  • How to interpret Surface Forces in STAAD?

    Hello - I'm working on a project with concrete shear walls as the main lateral force resisting system. From my reading it appears using a surface model would be best (but please correct me if i'm wrong). I found a sample STAAD file SURFACEMODEL.STD…
  • I found some bugs in Staad pro

    Its being really amazing to have a software like Staad pro and RAM connection and thanks a lot to Bentley for coming up with such great ideas to provide engineers a great support in their work. I am an engineering student while doing the project in…
  • RE: master/slave command error

    How to eliminate the above warning as I want both in my model?
  • Repeat Load

    Hello Everyone, I want someone to explain: what is Repeat Load? Where it is to be used? What should be kept in mind while assigning a Repeat Load case in STAAD.Pro?
  • Special Moment frame Stair case

    Good Day, I am currently modelling a staircase supported by a moment frame and I have come across a strange occurrence. When I checked my column forces the axial forces seemed alright but the moments were strange as the moments generated along the…
  • Staad Base reactions are differing

    Hi, I am facing a problem with reference to the Staad pro v9i SS6. Please help in solving the same if its a known bug or a workaround is available. I have imported the load data for seismic in all 6 directions (+/-X,+/-Y, +/-Z ) This is a Z up model…
  • Why the steel at mid section of a beam the steel at top fiber is more than bottom fiber?

    Please check the file.. Beam 2 , 5 etc . as the area of steel at TOP FIBER is much more than the area of steel at BOTTOM FIBER (at mid section of a beam). Most importantly how can I check or change the beam local axis orientation?? 7288.Seismic Analysis1…