• Deflection

    Angelo Peredo
    Angelo Peredo
    Hello, Guys! I have added the TRACK 2 command along with the DFF to see the in-depth details of deflection. May I know if this, please see attached picture, can be seen somewhere in the postprocessing? Also, how can I get the deflection of the entire…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to determine the max axial and shear force in multiple Members

    Superstar123
    Superstar123
    I am creating a list of forces with their max axial and shear forces. See below for example of this table : Is there a way for Staad to compute a similar table? Or at the very least use a simplified way of getting these values? Please help. I have…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Pedestal

    Angelo Peredo
    Angelo Peredo
    Hello, Guys! Is STAAD.Pro has this efficient transfer of force from a wide flange used as a column to a concrete pedestal both designed in a single file? Or do I need to model them separately? Another question: How can I represent a bearing…
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • CONNECT V12 Update to STAAD PRO 2023

    Angelo Peredo
    Angelo Peredo
    Hello! I am currently using the STAAD. Pro V12 and I just figured out that there is the latest build of STAAD.Pro which is 2023. Is there a feature in the app that facilitates in-app updates? Or should I have the V12 uninstalled?
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • THE MEMBER 1 CAN NOT BE DESIGNED FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION

    Angelo Peredo
    Angelo Peredo
    Why this keeps appearing, Guys? I got the same warning for HSS Rectangle standards. Can somebody help me please.
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD.Pro Connect Truss Release Specification

    Angelo Peredo
    Angelo Peredo
    In STAAD.Pro Connect, when releasing the trusses, do we release all the members that make the truss? Or just the diagonal of the truss? Please enlighten me. Thank you!
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Optimize Command in STAAD

    Angelo Peredo
    Angelo Peredo
    Hi, everyone! Is the optimize command working for steel sections created using the User Table?
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.

    Angelo Peredo
    Angelo Peredo
    Tell me how can I get rif of this error please. DEFINE UBC ACCIDENTAL LOAD ZONE 0.4 I 1 RWX 3.5 RWZ 3.5 STYP 4 CT 0.0488 NA 1.2 NV 1.6 SELFWEIGHT 1.1 UNIT METER KN DEFINE WIND LOAD TYPE 1 WIND_PEDESTRIANBRIDGE <! STAAD PRO GENERATED DATA DO NOT MODIFY…
    • Answered
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD's Displacement

    Angelo Peredo
    Angelo Peredo
    Is this a normal displacement in STAAD.Pro Connect Edition? I am designing a pedestrian footbridge and I happened to encounter this displacement in a certain load case?
    • Answered
    • 3 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • SHEAR FORCE DAIGRAM IS CHANGED IF WE CHANGE THE BEAM INCIDENCE

    Rahul Brijpuriya
    Rahul Brijpuriya
    I MODEL A BEAM A BEAM OF 12 M SPAN IN WHICH THE SUPPORTS ARE ASSIGNED AT 8 M C/C AND REST 2.2 M FROM EITHER SIDE IS CANTILEVR , NOW IF I CHANGES THE BEAM INCIDENCE THE SHEAR FORCE DIAGRAM IS CHANGED (REVERSED) WHILE LOADING POINT IS SAME
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Repeat Load vs Combination load- Both gives different result when used with seismic load. Which should be used for concrete member design?

    syed Aqeel Ahmad
    syed Aqeel Ahmad
    I have attached a small sample file for checking of result. STAAD SPACE START JOB INFORMATION ENGINEER DATE 15-Feb-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 4.00001 0 0; 3 8.00002 0 0; 4 12 0 0; 5 0 0 4…
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • What is the reason for designing of column without considering the worst load case even though I add several load combinations?

    Yadheesh Waran
    Yadheesh Waran
    In my model I analyze and design a G+8 RCC Structure, and the column is designed for only the first load case even though other load combinations give maximum axial force and moments. I attached the screenshots of output file below.
    • 8 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • 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
  • ERROR: NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING.

    T Karariya
    T Karariya
    I tried it quite times looking at responses here still I could not resolved it can any one help me with ? and check in the file as I shared it here. 5807.TK_STR.STD
    • 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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