• non linear Cable analysis

    Tirumala
    Tirumala
    Hi, Can u explain anyone What is the meaning of REFORM 1 KGEOM 1 in non linear cable analysis what if i keep 0 instead of 1 " REFORM 1 KGEOM 0" Thanks in advance
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Why I cant get to see beam and column design report and reinforcement detail on run analysis?

    Dhrubajyoti Ghosh
    Dhrubajyoti Ghosh
    Please go through the file and reply ASAP. I am waiting.Please go through the file and reply ASAP. I am waiting. sabbir ahmed -static.std
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • *** ERROR : "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.

    Tarek Abu Selo
    Tarek Abu Selo
    Hi, Hopefully, you are doing well. could you please help me to solve this error? this is the code below. regards, DEFINE WIND LOAD TYPE 1 WIND -Z (WINDWARD WALL) <! STAAD PRO GENERATED DATA DO NOT MODIFY !!! ASCE-7-2010:PARAMS 137.000 KMPH 0…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
  • Dummy beam

    Sulaiman Ade
    Sulaiman Ade
    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?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Error while importing dxf to section wizard in Staad Pro from AutoCAD

    Daisy Shah
    Daisy Shah
    I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
  • 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
  • composite beam

    Himmatlal Chavda
    Himmatlal Chavda
    hello, Does staad automatically takes the self weight command considering the steel & concrete (self weight) itself? waiting for the reply.
    • 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
  • Query regarding openstaad and VBA

    Saurabh Shah
    Saurabh Shah
    I have made a vb program (listed below), it runs well inside object browser, but when i run it from usertools (i.e assigning it to the usertools) it shows error. error: 10092 Activex automation, cannot create object. code: Sub Main() Dim oStd…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • DESIGN OF RAMP FOR EQ FORCES

    Himmatlal Chavda
    Himmatlal Chavda
    HELLO EVERYONE since the ramp in my case are inclined to specified degree , i want to ask that is it possible to design the building for EQ forces ? i am designing as per is 1893-2002 and i have tried by member weight option it mean that i have transferred…
    • 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
  • for analysis of transmission towers which Supports should be used?

    grewalg
    grewalg
    Dear all, While analyzing Transmission Towers in Staad.pro, What Support system to be provided to the tower? I had done analysis by using pinned supports, but with pinned supports the longitudinal and Transverse shear forces are coming very high…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Need Help with Staad file!!

    Pawan Waghmare
    Pawan Waghmare
    Hello Everyone! In the attached Staad file, I am having trouble getting rid of few warnings. Also, I believe Wind loading is also not applied correctly. I used Staad V8i. Please help me. Regards, Pawan Waghmare
    • Tertiary Screen House.std
    • over 12 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
  • Re: section database property developed in STAADPRO is not recognized in STAAD Offshore

    Bagmass
    Bagmass
    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…
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    • over 9 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
  • How do I design a moment frame in the weak axis? Staad is "failing" sections that were designed in a previous command for "Select Members". Why?

    Gopalraj Manitraj
    Gopalraj Manitraj
    QUESTION 1: I am designing a 12-storey building using Staad Pro v8i. I have moment frames going in both East-West and North-South directions. The frames in the E-W direction are to be designed per the strong axis due to wind load considerations. How…
    • Answered
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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