• Staad Plant Foundation: Why footing size too large by using IS code?; While US code give appropriate size!

    Arun Chugh
    Arun Chugh
    1) Please Suggest modification, correction in my Staad Foundation file, for since I am Getting very large sizes in (approx Twice in Plan, 20 time in thickness). a) Used IS code /IS 456, Si units, compared with US code SI units, Code ACI 318 -14 b) Loads…
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • Gantry crane moving load along Z axis

    Pasan
    Pasan
    Dear All, Currently i'm designing a gantry crane. 1. I have assigned the loading from Crab to the gantry beam as moving load (Shows in Red color), But i have no idea how to assign the loading (Shows in Green color) when gantry crane is moving along…
    • over 3 years ago
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  • RC designer beam fail

    Subin kumar
    Subin kumar
    Hello , I have done analysis and tried RC designer . the columns are safe. Beam summary show fails. please help me into this . cross section of beam is large i assume. 8284.COLLEGE PROKECT.STD
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • Gantry crane design

    Pasan
    Pasan
    Does anybody designed Gantry crane using STAAD.Pro? Can anybody explain how can i assign whole surface of the rail on the ground as fixed? do i need to divide the rail in to small parts and assigned those nodes as fixed? or do i need to design Gantry…
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • STAAD Pro Advanced CONNECT v22 Update 3 - No Steel Design Results

    Richard Micklewright
    Richard Micklewright
    Hello, I have a large model which in the normal STAAD Pro CONNECT v22 Update 2 took over 11 hours to run. I made some minor updates by adding some plan bracing and updated the effective lengths to try and remove some failures. I then updated to v22…
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • Warning while using Member Load UDL on the new STAAD Version

    Sinu Cletus
    Sinu Cletus
    I am using Member loading ( UDL ) and getting warning in the analysis output, which for me seems like a software bug, can you please guide me. Input LOAD 20 WIND: WIND X MEMBER LOAD 13 UNI Y 3.28 0 3.25 0 I have give f1,f2,f3 and f4 as the manual…
    • over 3 years ago
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  • Problem modelling plates on top of beams for elevated steel water tank

    SUJAY H M
    SUJAY H M
    I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • STAAD runtime error

    Veerababu Lovisetti
    Veerababu Lovisetti
    Hello, I was doing an FEM modelling for steel plate analysis for some temporary works loading and I am getting an error "SProStaad MFC Application has stopped working" while doing the analysis? Can STAAD support team look into this and suggest? …
    • over 4 years ago
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  • 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
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  • Can you add a concentrated moment to a plate in STAAD Connect?

    Danny Kim
    Danny Kim
    Hello, I am new Civil Engineering graduate that is working on the design of electrical substations. I am currently modelling a structure simple structure where I have two horizontal beams that are connected to each other by a plate. On top of the plate…
    • over 4 years ago
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  • differences in design results of staad pro connect and older version staad.

    sharm ank
    sharm ank
    I modelled analyze and designed a project using staad pro select series 5 version and noted the required area of steel for columns but when I reanalyze the same std file in new staad pro connect edition I got different area of steel. for a particular…
    • over 4 years ago
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  • 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
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  • 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
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  • 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
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  • 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
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  • tension & compression flange utility ratio for built-up i-section

    CKK Raj
    CKK Raj
    Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.
    • over 4 years ago
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  • Shear results from query dialog box and postprocessing are different, so which is correct, please help me

    Sulaiman Ade
    Sulaiman Ade
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • 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
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  • TORSION FAILURE MESSAGE

    Kamalakannan Sridhar
    Kamalakannan Sridhar
    We have a issue, We prepared a design to our client in tender stage. Same model now when it is analysed in Staad connect there are failure messages (below is the screen shot). PDF There are many beams with this failure message, Can you let…
    • over 4 years ago
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  • Staad Pro - Warning Out of Plane Loads Applied in PLANE Structure

    Brian Peterson
    Brian Peterson
    Hi - I two warnings in my analysis output file. I do not have any loads applied other than X and Y direction as far as I can tell (attached load excerpt). Is there some obvious reason I am missing for this warning?
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    • over 10 years ago
    • RAM | STAAD | ADINA
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  • 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
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  • Seismic Loadings (STAAD Pro V8i - 20.07.09.31)

    Ming-Hung Teng
    Ming-Hung Teng
    Hi, I have questions regarding the seismic issues. Thanks so much for the help. Q1: what are differences between the GZ direction and one-way distribution on member (please see the screen shot attached)? Q2: Which one is making sense for lateral…
    • Answered
    • Seismic QA.std
    • over 9 years ago
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  • Combined Steel and Concrete Moment Frame in STAAD.Pro V8i

    Josh Morabito
    Josh Morabito
    Let me first say I am no Staad expert...but I'm trying to learn. I have a wind frame that is concrete up to a certain height and steel up the roof. Is it possible to model this and analyze the combined frame all at once in Staad? If so could you please…
    • over 12 years ago
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  • 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
  • Adding Wind Loads to Surfaces

    Johnlittle
    Johnlittle
    How do I go about adding wind loads to my structure so that they are applied to each surface? I have defined my wind type in 'Wind Definitions' and applied it as a wind load, which in turn is shown on my surface, which I have specified as 5mm thick steel…
    • over 12 years ago
    • RAM | STAAD | ADINA
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