• WARNING: DESIGN OF SECTION FOR MEMBER # FOR PLATE SECTION

    Hello, I came across with an issue, could you please help me. I need to use plate member for stair stringer, Staad is showing errors for the analysis of the member. WARNING: DESIGN OF SECTION FOR MEMBER # Please help me how to rectify the…
  • *** ERROR : "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.

    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…
  • I faced this error. please could you help me to solve this problem.

    this is the code STAAD SPACE START JOB INFORMATION ENGINEER DATE 09-Apr-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 12.085 0; 3 -1.05865e-015 0 5.763; 5 -2.11729e-015 0 11.526; 7 -3.17594e-015 0 17.289; 8 -3…
  • After run analysis it always says "temporary local folder specified for analysis does not exist or is not accessible"

  • Deflection Failure of Member , due 1/4" max limit for deflection limit

    Hi Please find attached Staad file, I need to Limit the deflection of member to 1/4" (MAX) per project standards. But for Member 11 & 12 , I am getting more than 1/4" deflections. Can I get any help to fix this, it will be highly appreciated. Thanks…
  • STAAD.Pro: how to input Lb for AISC 360 steel beam design

    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…
  • DESIGN NOT PERFORMED WITH PRISMATIC PROPERTIES, USER-TABLE MAY BE USED TO DESIGN PRISMATIC SECTIONS

    Hi, I have created a section with section wizard by using plate elements in section builder as attached. i have exported to staad.pro with Prismatic option. Its not getting design with the Euro code and it showing the warning message as * DESIGN NOT…
  • Error when starting a new project in Staad Pro

    I am getting an error when creating a new project in Staad Pro it reads. Can i get some help ?? This application encountered a fatal error and must exit. Error: A task's exceptions were not observed either by Waiting on the Task or accessing its exception…
  • Error Analysis Cannot be Performed Since No Load Cases

    Please help to remove this error from Staad. STAAD SPACE START JOB INFORMATION JOB NAME MOULDING JOB CLIENT DAT JOB REV P1 JOB PART DESIGN OF MOULDING ENGINEER NAME PPE CHECKER NAME PPE APPROVED NAME PPE ENGINEER DATE 28/02/2022 CHECKER DATE 28/02…
  • why adding a node on a beam shows different result when analyzed.

    when i add node in continuous beam they result are changed in analysis and design i get different utilization ratio. without node beam are failed and by add node beam became passed .why ?
  • Floor loading is not applied on some floors. Why?

    Project 1 new.std
  • Seismic Load Generator

    I am using the seismic load generator for the first time. Can you please verify that I have applied it correctly? This is a viaduct with a long through-truss span. CRT ped LL straight PRATT TRUSS w MBTA ELEV.std
  • Vertical component of seismic load - NBCC

    Dear All, I am trying to consider vertical component of seismic load using National building code of Canada NBCC. I assume 70% of acceleration is vertical direction (see below), but I am getting errors. I would appreciate if you tell me where is the…
  • WARNING

    76. R1 1.0 77. CHECK SOFT STORY **WARNING - COMMAND REQUIRES SECTION FORCES, HOWEVER NO CASES ARE SOLVED YET. ***STAAD.Pro WARNING*** ANALYSIS NOT PERFORMED - SO ABOVE COMMAND CAN NOT BE PROCESSED I keep on getting this warning during my initial analysis…
  • Error Staad Cargas muertas

    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…
  • Paste Prototype Model

    Hello everyone I need help I'm trying to create a model in structure wizard but right after closing it the prompt "Paste Prototype Model" doesn't show and I'm unable to click the structure wizard again please help thank you
  • 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.

    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
  • STAAD not basing slenderness calculation on LY parameter

    I've got a situation where I am assigning LY = 5' to some C6x13 (ry = 0.524") girts of varying lengths that will have restraint from sag rods spaced around 5'. However, when running the code check (AISC Unified 2016), my girts continue to fail from Cl…
  • Floor Load Distribution

    Is there a way of telling the floor load distribution to ignore certain beams? I have a floor with plan bracing. I don't want the bracing to attract any load. I can specify the bracing members to not attract load? Cheers, ASN STAAD Pro Connect…
  • How to remove all materials from model

    Hello, I have recently imported a SACS file into STAAD. The materials have been brought in but there a literally hundreds of different materials. How do I remove all materials and start afresh? Software: STAAD Pro Connect Edition V22 Update 7…
  • Unable to start STAAD Pro Connect Edition V22 Update 7

    Hi. I recently got access to the student license of STAAD Pro. It was working well until last few days. The application is not starting. Below given screen appears and then there is no further movement in the loading. I tried re-installing the application…
  • Center of gravity in a report

    Dear all, I would like to give the center of gravity of my structure in my report. I know how to get in in my output file but I don't know how to put it in my report. Can someone help me please ? Regards, Dimitri
  • RCDC Failure

    Is there any article that would cite the meanings of the different failures in RCDC It is difficult to know which part of the member to adjust since calculation is not provided for failed members. Failures such as: TOP: BM-detailing Shear Det…
  • Base Shear % different for the same structure ? Please advise.

    Dear Colleagues, When i manually workout the Base shear as per UBC-97 for an RC structure, i get the value as 6.4% which is the same as obtained in the STAAD (6.43%); as seen in two files Trial-1 (Basement only) and Trial-2 (Superstructure only). However…
  • How to get center of gravity with other loads

    Dear all, I would like to get the center of gravity of my tank. I have already found it for my empty tank (thanks to the selfweight load). But once my tank is filled (or partially filled), this will change the position of my CoG. How can I modelise…