• How do select the angle between truss members?

    NAUSHAD KHAN
    NAUSHAD KHAN
    I want create a truss I chose one from structure wizard but I want a specific angle between truss members at end points (usually referred as alpha) where I can change the default settings for this?
    • Answered
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD.Pro Progress Bar View ?

    Dani Paul
    Dani Paul
    Dear Colleagues, after some time working in STAAD, a new window/application by the name 'ProgressBarView' seems to open; however unable to select/see that (or) trace that in Task Manager; but my daily activity is not affected by that window. snaps…
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD.pro Structural Tooltip Options

    Dani Paul
    Dani Paul
    Dear colleagues, i haven't noticed this before, but recently i had applied more than 3 releases to a member and i noticed that the Structural Tooltip popup (yellow) shows only the first 3 releases and skipped the rest. Structural Tooltip has always…
    • Answered
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • While doing design program terminates after 165 nos checking,

    Karthikeyan T
    Karthikeyan T
    While doing Concrete deign , Program design command not completed for whols structure, it terminates after 164 or 165th member design, while i check collegue system, it was closed at 200th number, Need suggestion STAAD SPACE CHP UDANKUDI START JOB…
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect

    Rex Homer C.
    Rex Homer C.
    Good day. I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. I modeled the plate elements using parametric…
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Analysis file for two different version shows different result

    Ankush Kumar
    Ankush Kumar
    MJB_697+398_P1_R0_I0_300123 - Base pressure (OLD VERSION).std MJB_697+398_P1_R0_I0_300123 - Base pressure.std Please see the base pressure result.
    • 8 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Wide Truss Canopy With Cable Questions

    ROTCIVMAR NIÑO SANTILLAN
    ROTCIVMAR NIÑO SANTILLAN
    Good Day everyone, I am designing a wide truss canopy with a cable to provide support for deflection. I am having a hard time solving the warnings. Can someone please help me solve the warnings and also teach me on how to analyze cables on STAAD…
    • 11 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Supports of soil safe bearing capacity into our grade beam and plinth beam structural designs?

    S Thirumarainathan
    S Thirumarainathan
    Respected Engineers, How can we incorporate the additional strength available by soil safe bearing capacity into our grade beam and plinth beam structural designs?
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • staad.pro connect edition version 22.10.00.153

    S Thirumarainathan
    S Thirumarainathan
    Dear Sir, Our Project Requirement: 600’ x 200’ x 43’ PEB Warehouse We’ve taken a Model of 157’ x 200’ x 43’ for STAAD Analysis as a similitude model with EJ For the last 45 days, our design engineers have been carrying out the design work of the…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • Why IS Code 800-2007 LSD fails Ratio INFINITY, while AISC 360-10 ASD passed Beam with Ratio 0.44? Taper beam

    Arun Chugh
    Arun Chugh
    1) Design check by IS Code 800-2007 LSD fails gives result of Bending Ratio = “INFINITY”, which passes with AISC 360-10 ASD Ratio 0.44! Also IS 800 code output does not give any ratio in both major, minor axis! 2) Is this 12 mm Flange thickness is critical…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Hardware requirement

    Gary Forrow
    Gary Forrow
    Hi, Struggling with response times with running my model at the moment, and need to know what hardware I need to upgrade. I have a Xeon processor E-2176 @ 2.7GHz, 32Gb RAM and have a runtime of nearly 19 minutes A test on an 8th Gen i5-8350U @ 2…
    • 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
  • Spring Supports: Connect Edition

    Superstar123
    Superstar123
    Hello, I am new to Staad and am unsure how to add spring supports to the top of my structure. I am modeling a simple two column, 1 beam frame with spring supports (absorption pads) that connect the frame to the composite slab above. My question is…
    • 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
  • Model a curved beam (Displacement)

    Francis Nunez
    Francis Nunez
    I am modeling a curved roof and used structure wizard to break the curve into smaller segments of a straight line. I can run the model and get the proper reaction and beam results that I previously estimated. The displacement is much greater than I expected…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad.beava in Staad pro connect edition

    Sajal Shrivastava
    Sajal Shrivastava
    How should I turn on Staad.beava (bridge code) in staad pro connect edition? In the earlier version, it was easily accessible right at the startup menu as per the screenshot attached. Please reply.
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD.Pro: how to input Lb for AISC 360 steel beam design

    Chuen Han Lee
    Chuen Han Lee
    Dear all, I am modelling a simple roof steel frame and the steel beam design is not passing the design check for AIS-360 LRFD LBT I have defined UNT and LY for the steel beam and it should meet the condition of Lp < Lb < Lr, however the design results…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Warning for SET STAR 0

    Ellen Joy Magat
    Ellen Joy Magat
    We been adding SET STAR 0 to use basic solver since there's additional quarterly pay for advance solver. But in the recent update of STAAD. Pro Connect Edition, we find this warning. Is there also any update for the input? .
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Error Staad Cargas muertas

    MARIO IVAN MANZANO ROMAN
    MARIO IVAN MANZANO ROMAN
    Hola tengo este problema en mi computadora, al asignar cargas muertas a mi edificio se producen estas áreas fuera del modelo que no me dejan trabajar, he buscado ayuda pero nadie me da una respuesta, aparentemente solo sucede en mi computadora por que…
    • 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
  • 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
  • Response Spectrum Base Shear Scale

    Anirudh
    Anirudh
    Dear All, I have modelled and analysed a staad model with response spectrum analysis and the scale factor i have matched still im getting this. some one please clarify regarding this NOTE : THE BASE SHEAR (VB) FROM RESPONSE SPECTRUM IS LESS THAN THE…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • The analysis of a stepped column is possible or not?

    soumyaranjan samartha
    soumyaranjan samartha
    PDF Dear communities, Please provide me the solution or method to design & analysis the STEPPED column. For the reference, I have attached the pdf file, please check it & provide me the solution. Thank you.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to connect beam to column

    Falcon X
    Falcon X
    how to connect beam to column. column size is 4m x .850m, baem size 0.750m x 0.400m. see the attach file image. Yellow line is the column. .
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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