• STAAD Pro Version 22.10.00.153

    S Thirumarainathan
    S Thirumarainathan
    WE HAVE TRIED WITH THE FOLLOWING AVAILABLE COLD FORMED SECTIONS: Angle With Lips - 1 Double Angle (LD) Double Angle(SD) Channel With Lips Channel Without Lips Double Channel Back to Back Double Channel Front to Front Zee With Lips …
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • ERROR: MEMBER # 3 IS NOT A VALID COLD-FORMED STEEL SECTION. E-10 - in Staad.pro

    S Thirumarainathan
    S Thirumarainathan
    Hi Staad master sirs, I’m Trying with the Staad.pro model of a Rack system with Economic solutions - which consists of Hot Rolled Sections + Cold-Formed Steel sections, by using IS800 + IS801. My entire members are only supposed to be Designed as Hot…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • STAAD Error

    Adrian
    Adrian
    i have analysed a structure and have got 1 error that says above command is not recognized line ignored 2 storey.STD . please help me. i have attached my model as well.
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad.Pro - Seismic loads by response spectra

    lachin nuriyev
    lachin nuriyev
    Hi, I need help defining seismic loads by using the response spectra line graph. I add seismic periods and accelerations in the 'Load Case Details' section (attached image). I did not use the 'Definitions' section to consider seismic. My question is how…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • staad error - steady state analysis

    Iris Wang
    Iris Wang
    **ERROR 9464** MAX EXCITING FREQUENCIES = 7500 REQUESTED = 9908 this error i encountered when i was running steady state analysis. could you please explain how i can fix it? thanks
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD CONNECT - Variance In Length by 0.00001 m

    Rakesh Jain
    Rakesh Jain
    Hey All, While Modelling A Building In Staad Connect Edition, When I Model A Slab Of 5 X 5 m Size In C.E., It Takes The Length As 5.00001 m Irrespective of 5m Length Input, And So It Gives Error While Generating Floor Load With Boundary Of 5 X…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Section Properties Not displaying in Report In Stadd Connect

    Rakesh Jain
    Rakesh Jain
    Hello Everyone ! I Have Done Analysis For Window Model Using Prismatic General Section. But While Generating Report , No Property Values i.e. Ixx, Iyy, Izz For Prismatic Section Were Displayed in Utilization Ratio Table. Please Suggest How to get…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Is UNB/UNT/UNL linked to effective length factors Ky and Kz in STAADPRO?

    Kay Thi Kyin
    Kay Thi Kyin
    Hi all, I was wondering if anyone could provide some clarity on the use of UNL (UNB/UNT) in the case of cantilever members. What I know so far is that Ky and Kz would have some typical factor of 2 or 2.1 for cantilever members, and this impacts the…
    • over 1 year 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
  • Having Doubt in STAAD Seismic Analysis for New Zealand Project

    Suraj Jadhav
    Suraj Jadhav
    Currently Working on Pipe rack Design for the New Zealand site. And I want to do Seismic analysis for the pipe rack. I have seen the seismic code list which is available in software. New Zealand Seismic code is not available in code list then how we can…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • SOFT STORY

    Selene Cruz
    Selene Cruz
    My structure keeps on getting EXTREME SOFT STOREY even if i already reduced the storey heights and increased the beam and column sections. Please help me. Thank you.
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD seems to be using ASCE 7-16 11.4.8 Exception 2 because T>1.5Ts even though S1 < 0.2

    Damon Macioce
    Damon Macioce
    STAAD seems to be using ASCE 7-16 11.4.8 Exception 2 because T>1.5Ts even though S1 < 0.2. Site class is D, other parameters and calculations are in the attached Excel sheet. Cs Calculation.xlsx Is there something I am missing or seeing wrong? Thanks…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • There are support error in rc designer. how to solve it

    sadique sayyed
    sadique sayyed
    When i design my model in rc designer it shows " Member 91 is not supported. Set the support conditions in the beam spans table". how to solve this , someone pls help.
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • RE: Buckling Analysis and Effective length

    Maniesh kumar
    Maniesh kumar
    Dear Team I am working with the Staad model for buckling analysis . The buckling load factor is given by the staad after the analysis , wanted to understand the how to manually check the Buckling load factor using Critical Euler equation . I have manually…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • THE COMPRESSIVE AXIAL STRESS IN MEMBER # 1049 EXCEEDS 0.08FCK AT SECTION 0.0 MM FOR LOAD # 216 AS PER CL 6.1 OF IS-13920 2016.

    Anirudh
    Anirudh
    Dear All, I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me Thanks & Regards, Anirudh
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • base shear and lateral displacement value not matching with etab model

    waqar fazi
    waqar fazi
    Dear sir, Base shear gets by staad model is coming 269KN which is not matching with etab model (base shear 500kn) prepared by consultant.Also lateral displacement on siesmic cases is more in etab model than staad model.Can you explain why staad model…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • No member loaded for floor load generation?

    Anirudh
    Anirudh
    Sir I have modelled and applied the loads in the staad interface the loads are applying but after the analysis in the output I'm getting warning that no member is loaded for the floor load generation! I have thoroughly checked the duplicate nodes,orphan…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to use the SAVE command?

    S Sharan Kumar
    S Sharan Kumar
    I am trying to generate the time vs acceleration values from dynamic analysis in staadpro connect edition. In a forum discussion, i have come across a solution of using the SAVE command. It was mentioned to use TYPE 1 FORCE SAVE or TYPE 1 ACCELERATION…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Hide Finite Element Mesh in Postprocessing

    Joe
    Joe
    A couple of questions about the display of entities in the postprocessing window: Is it possible to hide the finite element mesh in STAAD Pro Postprocessing mode and just display solid view of the plates? Can the buckled/deflected shape of the plates…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD - Modeling a Slab - Why I am getting a lower moment?

    Akam
    Akam
    Hello, I am new to STAAD and this forum, and this is my first post! I wanted to model an 8.67' X 31.5’ Slab with a 16,000 lb. load applied at the center. The slab will have fixed ends at all sides. As a “one-way slab”, the expected max moment utilizing…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAAD Physical - Error

    Saeid Kanani
    Saeid Kanani
    Hi Bentley Team, I am in the process of modeling a steel structure with some steel hoppers. Running Integrity Check and Analysis Model show no issue with no error in the model. But when I want to move to Analytical Modeling, the following message…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • CAN I SCALE MY STRUCTURE??

    Adeshina Ademola
    Adeshina Ademola
    Hello Sir, I have a structure I designed before now, my boss comes yesterday and says he wants us to increase the plan dimension of the structure by a certain scale factor, can i resize the structure in STAADPRO and proceed to design or i have to re…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • *WARNING- ZERO STIFFNESS IN DIRECTION 1 AT JOINT 11 EQN. NO. 1 LOADS APPLIED OR DISTRIBUTED HERE FROM ELEMENTS WILL BE IGNORED. THIS MAY BE DUE TO ALL MEMBERS AT THIS JOINT BEING RELEASED OR EFFECTIVELY RELEASED IN THIS DIRECTION. and several other w...

    Rex Homer C.
    Rex Homer C.
    Good day Everyone! I have several warnings in what I'm trying to design. I designed this model in STAAD TRUSS since this is a truss. Below are the details. Thanks in advance. P R O B L E M S T A T I S T I C S -----------------------------…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Lifting Support Location

    Ram Prasad
    Ram Prasad
    Staad reports instability warning. This is H-Type Lifting Frame. Where should I apply the "FIXED BUT FY MX MY MZ" support? And do I need to specify the slings as member tension only? Please help.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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