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

    arul mani
    arul mani
    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?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • concrete slab

    waqar fazi
    waqar fazi
    Dear sir, good day, I design the attached structure in two ways. when I design it without considering the concrete plate it gives very less utilization ratio? and when I design it without considering the concrete plates on the top of beam it is getting…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • 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
  • Response Spectrum Analysis STAAD Pro - URGENT

    Julian McMorris
    Julian McMorris
    My question is regarding carrying out a response spectrum analysis in STAAD Pro. This is what I have done so far. I have set up the model in kN and METERS units. I have allowed for the joint weights in the form of udl loads on the beams in all three…
    • over 13 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
  • Tension Only member with initial axial capacity

    Eugene Afable
    Eugene Afable
    Hello to all, In reality horizontal braces (or vertical brace, beam, etc) that is design for tension only resist "some" axial compression capacity. Is there a way that this axial compression capacity can be input in STAAD? For example, a horizontal…
    • over 10 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
  • Merge Specifications in STAAD

    diegui
    diegui
    Is there a way in STAAD to merge specifications, similar to what Merge Properties on the Tools menu does? For example if I have a big model and I finish assigning the End and Start Releases. On my specification window I only have 2 lines one for the end…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: How to use STAAD more efficiently

    Gumpmaster
    Gumpmaster
    Kris, Thanks for your reply. I anticipate your responses to Sasa3k's other questions. As Sasa3k mentioned above, most of your replies are workarounds, not native functionality. It would behove you to make them native to the programe rather than…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to model Vibration of Machine

    SantoS
    SantoS
    Dear All, I want to ask about the vibration of machine. As far as I know, we need to input as sine function. Am I right? I assumed the weight of machine is 110 kN and assumed that 10% of weight will be placed as the vibration. I use…
    • Labo.std
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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