• Integration of STAAD into Excel

    Hi I have been working in STAAD for a very long time and have been extracting datas via excel from staad and paste it in a seperate sheet. I would like to automate the procees where the datas can be extracted from STAAD after the analysis process. This…
  • Deflection

    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…
  • Creation of projected plan drawing for inclined plane

    ​ Applies To Product(s): STAAD.Pro Version(s): Connect Edition Environment: ALL Area: STAAD.Pro Support Solutions Subarea: Steel AutoDrafter workflow …
  • STIFF parameter comments in AISC 360-16

    I m using STIFF parameter comments in AISC 360-16. How can I check the distance between transverse stiffeners is adequate in the plate girder design? In TracK 2 results unable to find out.
  • Issue with Wood Roof Frame w/ Tie Beam Model - Large Displacements?

    I'm new to STAAD and attempting to model a simple roof frame for a 1-story home with a tie beam. For some reason I am getting exceptionally large displacements (52") even though my loading is pretty light (dead, snow, wind) total of ~100plf max. Of…
  • Pin, Fixed Support of Continuous Beam

    I mI modelled a continuous bus bar with 11 spans. The support arrangement was start and end with pin supports while alternatively using fixed supports. In the beam results, pin supports also indicate a moment. I have assigned UDL to all beams in GY and…
  • How to determine the max axial and shear force in multiple Members

    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…
  • Why specifications and loads are break in several part

    Some times STAAD brakes the loads specification like releases, Truss Property parameters brakes in several part and even after merging this problem not solved , How to get rid of the problem ?
  • Installation of several STAAD.Pro versions on the same machine

    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Installation and Performance Solutions Subarea: N/A Original Author: Modestas Turulis, Bentley…
  • Response Spectrum

    Dear Sir/Madam, Fyi, below image is the assignation of response spectrum in Z direction In my structure, I've purposely assigned one node (Node 9) between beam 5 & 9. (Refer to image below) And I've modelled beam 8 without midpoint node assigned…
  • Pedestal

    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…
  • CONNECT V12 Update to STAAD PRO 2023

    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?
  • mat foundation for a tank

    Hello every one I'm trying to design mat foundation for a tank and the analysis result shows 0 moment in x and y. can anyone help me? I attached the file of staad to check it. Thank you
  • THE MEMBER 1 CAN NOT BE DESIGNED FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION

    Why this keeps appearing, Guys? I got the same warning for HSS Rectangle standards. Can somebody help me please.
  • Reading 150mm x150mm column in RCDC

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): All Environment: N/A Area: Concrete Design Subarea: Column & Shear Wall Original Author: Abhisek Mandal…
  • RAM Connection Integrated

    Hello! I am a civil engineering student and I am having a hard time figuring out what type of connection STAAD Ram will be able to provide for truss structure like this one? I prefer to have those members be connected using a side-to-side plate. Please…
  • Section database take too much time in Staad CE 12 & ALSO IN v2023

    Section database take too much time in Staad CE 12 & ALSO IN v2023
  • STAAD.Pro Connect Truss Release Specification

    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!
  • Staad Analysis- Exception Access Violation Raised, Aborting Analysis

    While doing Staad Analysis Error- “Exception Access Violation Raised, Aborting Analysis” has occurred. MEMORY 200 STAAD SPACE START JOB INFORMATION END JOB INFORMATION SET NL 1060 INPUT WIDTH 79 Has been given in input. Still problem is…
  • Control/Dependent or Rigid Link for Walls

    Hi, I am using the Physical Modeller of STAAD Pro Connect Edition V22 Update 12. I have a wall that is shaped as follows. It is thicker on 1 part than the other. I have modeled the different thicknesses of the wall as 2 separate surfaces at the…
  • not able to generate floor load due to shear wall

    this is plan i am able to generate floor load after creating the RCC wall. is my shear wall correct? Type_V trial-R3.std pls solve
  • Rgarding staad pro CE

    1.0 In staad why I am getting more reinforcement in top column (See bemm no. 76 & 77) see the attached model. 2.0 What parameter need to use so that reduction factor is not considered in design calculation because as per is 1893-2016 it is only use…
  • Optimize Command in STAAD

    Hi, everyone! Is the optimize command working for steel sections created using the User Table?
  • Design of ground supported slabs

    I am trying to design a ground supported slab using RCDC and i keep getting this error. what is the work around. Thanks in advance
  • "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.

    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…