• Mton/Cm to Kn/m

    Sulaiman Ade
    Sulaiman Ade
    How do I change Mton/Cm to Kn/m
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD PRO CONNECT - POSTPROCESSING

    Ignacio Rojas
    Ignacio Rojas
    Hi, The following image corresponds to the moment diagram (local Mx) of a concrete plate, supported on elastic supports and with a nodal load in the center. As you can see, I can only visualize half of the diagram. This happens to me for all diagram…
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD and RAM Connection Joint Drawings

    Pasan
    Pasan
    Hello, I have assign 3 connection in to one joint, i know we can generate drawings for each connection by double clicking it. But i want to know hence this is a one Joint, can i generate all the connection drawing in the joint?
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • deck slab

    waqar fazi
    waqar fazi
    Dear sir, In My attached fil,I am creating a deck slab to make my steel beams as a composite beams.But I notice deck slab somewhere missing the steel beams .some beams are not composite?Why it is happening?do I have to add that beams manually in stad…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD error message: Exception [Access violation] Raised! Aborting analysis...

    Andrew Gordon
    Andrew Gordon
    Hi, I have a large STAAD model file for a linear analysis of a space frame. I have used the INACTIVE MEMBER/PERFORM ANALYSIS/CHANGE commands to sequence the framing as the loading is applied. When I run the analysis I get an error message stating…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • FLOOR LOAD

    waqar fazi
    waqar fazi
    Dear sir, In attached stad file. I am applying the dead load 2kn/m2 as floor load. 1.somewhere I am attaching two secondary beams with primary beams with the same node.is this load distributed all over the area same as 2kn/m2 or where I am having…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Fatigue Analysis

    Pasan
    Pasan
    Hello, Is there any way that i can perform Fatigue analysis for steel member in STAAD.Pro? Thank you in advance
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • UC Ratio problem

    arul mani
    arul mani
    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Print Section forces of members

    Pasan
    Pasan
    Hello, I have done a beam analysis and the shear at the middle is excactly 0. When i use " SECTION 0.5 MEMB 1" the results are okay. That means in the output file "shear y" is 0 at position 0.5. But when i use SECTION command with 2 or 3 positions…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • solid plates and round bar design

    waqar fazi
    waqar fazi
    Dear sir, I am doing a design calculation for cat ladder using solid plates and round bar .But it is not giving me results with utilization ratio?how i can design it.Kindly suggest me method for these profile.stad file is attached. CAT LADDR.std
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • COMPOSITE DECK

    waqar fazi
    waqar fazi
    Dear sir, I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can…
    • over 4 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
  • Incline Support Reactions Sign Convention

    REI
    REI
    Hi, I'm modelling a circular silo and assign incline supports and compression only(KFX) supports, but half of the tank support reaction results into X direction is Positive(+) and the other half support reactions into X direction is Negetive (-). Can…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Built-up Columns with four I sections

    REI
    REI
    I'm working in built-up column with four I sections. I'm getting some results and not sure the results are correct. Can someone please check the model is correct? Thank you. Built-Up column.STD
    • 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
  • Design Parameters

    Shivam Sood
    Shivam Sood
    what define the axis of the design parameters like LY,LX,LZ,KY,KX,KZ and when to define each please help iam new to this.
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • OpenSTAAD | GetBeamList command is not working

    Denisson Cruz
    Denisson Cruz
    Greetings STAAD fans, I am developing a VBA to the get the list of beams and after a couple of tries I have notice that the OpenSTAAD | GetBeamList command is not working. Any suggestions? See the following VBA Macro Sub GetBeamList() On Error…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Download Export beam Design to Excel with sketches (Rev.01)

    Mohamed Sobhy
    Mohamed Sobhy
    This is a programmed VBA excel sheet that exports concrete design output into tabular format as well as graphical sketch. just make sure to group each beam in a separate group and run the design on track 0 example : START CONCRETE DESIGN …
    • BeamResults V.1.35 (1).rar
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Files
  • Seismic Analysis of Boiler Support Structure - Find local structural accelerations

    Stephen Hill
    Stephen Hill
    I am performing a seismic analysis of a 15m steel tower structure, which supports a large boiler at a height of around 10m. I am currently using the IBC code input parameters (S DS , S 1 etc.) where STAAD utilises the equivalent force procedure. The…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Featured LEARN Course: Modeling Beams, Columns, and Braces

    Gina Mazzulla
    Gina Mazzulla
    Users of Bentley’s STAAD.Pro software wanting to learn techniques for modeling beams, columns, and braces will want to take advantage of Bentley’s training course called “Modeling Beams, Columns, and Braces.” In this course, you will learn how to take…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Blog
  • section database property developed in STAADPRO is not recognized in STAAD Offshore

    Bagmass
    Bagmass
    Dear friends I need your help to solve a error when i try to open Staad pro model in STAAD offshore. I'm not able to load my model because user defined section database property developed in STAADPRO is not recognized in STAAD Offshore. How i need…
    • Answered
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    • over 9 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
  • 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
  • STAAD UBC Loads with Design Groups and Select Optimize

    smam09
    smam09
    I am trying to select optimize but keep coming up with the same error "Only 1 UBC Case can be solved in a tension/compression analysis". I have perform analysis change after each seismic load and it ran fine before I tried to optimize the members. Does…
    • over 13 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
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