• Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    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…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD.Pro v8i SELECTseries 1 (build 20.07.06.35)

    Carlos Aguera
    Carlos Aguera
    There has been a new QA&R posting of STAAD.Pro V8i SELECTSeries 1 (build 20.07.06.35) on the Bentley SELECT server that addresses a number of issues which were not addressed in build 20.07.06.34 released on 18th March 2010. The additional issues addressed…
    • Revision_History_20.07.06.35.txt
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    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Moving Load - STAAD PRO

    tikay4t
    tikay4t
    I need help in STAAD PRO. I am trying to get a moving load to go from one node to another. For example, if I have nodes N1, N2 and N3, and member M1 runs from N1 to N2, while member M2 runs from N2 to N3. How do I get a moving load to move from member…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Shear stresses of the plate per unit length

    Modestas
    Modestas
    Question: How to get a shear force per unit length for plate element in STAAD.Pro? Answer : Shear Stresses of the plate are reported in [Force/ unit length/ thickness] units in STAAD.Pro. In order to get shear force per unit length, one has to multiply…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STADD Pro RC Designer

    sureshkumar
    sureshkumar
    I am using STADD Pro V8i, In that I have few doubts, Please clarify. "Indian concrete design" 1) I would like to take detailed step by step design calculations output for beam and column from Interactive design option(STADD Pro RC Designer). But I…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • warnings

    Himmatlal Chavda
    Himmatlal Chavda
    hello, load and release specified together for member number 705. what does it mean? i have used floor load and release command.
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Multilinear springs - how to define them properly

    Len Bogdanov
    Len Bogdanov
    Hi, I'm working in STAAD.Pro V8i I need to define a support with the following: FX - multilinear spring FY - fixed FZ - multilinear spring MX - fixed MY - fixed MZ - releazed So far I successfuly used "FIXED BUT" with Linear…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Insider Skills: STAAD this Friday July 19th

    Ann Marie
    Ann Marie
    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…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • ISM Material Mapping

    jwolfe
    jwolfe
    Hello! I am new to ISM, and am experimenting with it as a central repository for Prostructures design and STAAD Engineering data. It seems to work at first attempt, but I am having an issue with materials. It seems that the mapping of materials from…
    • Answered
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • warning

    Himmatlal Chavda
    Himmatlal Chavda
    hello, 705 715 START FX FZ MX MY 705 715 END FX FZ MX MY . these are the release specification given and one more think is that i my beam is incline.
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: Slab Element in Staad

    Himmatlal Chavda
    Himmatlal Chavda
    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…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Single Line Format <-> List format

    aclubb
    aclubb
    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?
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • COMPOSITE DESIGN

    Himmatlal Chavda
    Himmatlal Chavda
    HELLO, Is it possible to design the composite beam and composite column in staad ? if not then how do i design it in staad. with the help of macros or what?
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • section properties problem in STAAD Pro

    Bagmass
    Bagmass
    Hai friends Please help us to solve problem with STAAD section informations. Staad developers kindly advice us. All query mentioned in the attached word file Thanks for ur support in advance Regards Bagmass
    • Answered
    • section properties.docx
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    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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