• *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. anyone plz help me

    *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. i cant understand
  • Displacement too important at node 3 (bent member)

    See attached STAAD files. At node 3, the deflection is way too high and I can't find the reason. I suppose there's an issue since beams 5,6,7 and 12 are one member, but is bent. Not sure who do models this without causing issues ! Suspended_Bentley.S…
  • Staad Connect Editor decimal issue

    Greetings, I have been working on a model on STAAD Pro Connect Edition, I noticed that after updating the geometry in graphical view, the values in input editor are rounding up to max two decimal places as shown in picture attached. For Example…
  • Joint Displacement & Section Displacement

    Dear Colleagues, (i'm not sure if anyone has earlier raised the same query, if so please guide me to that respective post) 1) it can be noted that while checking for column deflection against DFF 200, the actual deflection is shown as 0.101m - is…
  • RCDC column design discontinuity?

    Dear Colleagues, i didn't face this issue with the earlier structure, however in this model (with stub columns) I'm having trouble with designing columns in RCDC. 1) for instance, though my C2 column ranges from 98.5 -> 100.3 -> 105.3 - but the design…
  • How do select the angle between truss members?

    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?
  • Beam-Girder Horizontal Angle issue RAM Connection

    Hi! I was trying to design a connection using Connection Design in STAAD Pro for my project. However, it cannot create a link to other beams it is supporting since I am working on the ramp design of 2-story parking. This is what I got: Please help…
  • Diagonal decay at joint 52 and 60

    I'm having an issue with my model, there's is a diagnoal decay at joint 52 direction Mz and joint 60 direction Mx and i can't find the issue. I've tried to find information about this error, what could it be ? Thanks BentleyRev1.STD
  • Wind Load on Tapered Section -reg.

    Dear Colleagues, current version : STAAD.Pro CONNECT Edition - Version 22.12.00.142 there was a situation where we had to find out the lateral forces due to wind on a light pole (tapered profile) and provide suitable support for the same. Wind was…
  • STAAD.Pro Progress Bar View ?

    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…
  • STAAD.pro Structural Tooltip Options

    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…
  • STAAD.Pro Error: Joint No 0 does not exist. Can anyone help?

    design-4 (edited).STD Here is the STD file for investigation.
  • Do we release the moment in the z-direction of beams supported by cantilever beams? Say on balconies.

    Considering the figure, with beam no. 162 the secondary beam and beams no. 160 and 161 the cantilever beams. Do we release Mz for beam no. 162?
  • How to apply soil load to retaining wall in STAAD?

    I want to apply a lateral soil load to a structure below grade in STAAD. I modeled the retaining wall as a plate. How do I go about doing this?
  • While doing design program terminates after 165 nos checking,

    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…
  • Am I applying the floor load function right?

    I tried applying a floor load to an irregular floor plan like this. Am I doing it right?
  • Floor load with a floor group

    I'm trying to add load on a platform for the cross section below. I'm wondering, since drawing this platform on STAAD mean that i must draw the platform with the member centred in the middle of the HSS and add the HSS width in the Properties. Does…
  • Floor Load on Walls causing visual glitch?

    Hello I am currently using the floor load to assist with applying wind loads on walls. However, when I am checking the wind load there's an issue where it looks like it's not being applied correctly. Is this a visual glitch or is it being applied…
  • Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect

    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…
  • Repeat Load vs Combination load- Both gives different result when used with seismic load. Which should be used for concrete member design?

    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…
  • What is the reason for designing of column without considering the worst load case even though I add several load combinations?

    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.
  • Analysis file for two different version shows different result

    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.
  • STAAD PRO - Beta Angle not saving

    Hello, I am using STAAD.Pro CONNECT EDITION V22 UPDATE 12. Every time I save my model and reopen them the members that I had beta angles assigned to no longer have them assigned as well as the angle that I specified in the properties tab no longer…
  • Section wizard error in STAAD V22 update 11

    Hi i m using STAAD V22 Update 11 . when I use the following attached section in the section wizard I m unable to get the result. can anyone help on this issue?
  • Can't find Connection in RAM Connection using STAAD Pro

    I am using STAAD Pro Connect Edition to design a connection between two beams, beam sitting on top of a concrete seat and a connection between HSS brace and W beams for a piling template. The top beam has been rotated 90 degrees around its axial axis…