• 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…

  • Specifying a pinned connection

    As per the title, how do I get Staad to analyse a connection as a pinned joint?

  • OFFSET COMMAND FOR BEAM COLUMN

    HEELO EVERYONE I AM MODELLING THE PARKING GARAGE. I WANT TO CONNECT THE BEAM & COLUMNS WHICH ARE NEAR RAMPS. I WANT TO PUT MY BEAMS ON COLUMN HAVING SOME ECCENTRICITY (SAY RAMP BEAMS ) .HOW SHOULD I DO THIS.FOR MORE INFORMATION SEE THE MODEL.

  • Re: Slab Element in Staad

    yes i know the said thing but in actual practice we have different conditions for plate such as simply supported, fixed etc. then in space frame with the model say 3*3 bay both sides and height of building say 20 meter then in that case if i am using…

  • Single Line Format <-> List format

    I mistakenly converted my input file to single line format. Is there any way to get it back to list format without a lot of keyboard time?

  • SmartPlant 3D- STAAD.Pro interface through CIS/2 translator

    Hi! I am trying to import SmartPlant 3D Structural model to STAAD.Pro through CIS/2 translator. I am able to import steel sections of Indian Section library. But I am unable to import Rectangular Section (Prismatic member not available in STAAD Section…

  • Analysis vs Staad Uniform loaded cantilever beam

    Hello As part of my project I had been going through some examples as shown on the verification manual of Staad Pro v8i and version 2007. However, I been having issues with some of the examples as some do not show the full detail of calculation description…

  • user provided table

    hello everyone how to used user provided table function in staad . ? it shows error when i am feeding the properties in the tools-> create user table->wide flange-> and i am feeding the properties here .(dialogue box) . what is actual procedure

  • composite beams & slabs

    Hello everybody, I am having some doubt about the slab orientation in composite slab design tab. the question is that if i want to design the solid slab connected with steel beam then what is to be done should i take the span as spanning between the…
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