• 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…
  • Wide Truss Canopy With Cable Questions

    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…
  • Supports of soil safe bearing capacity into our grade beam and plinth beam structural designs?

    Respected Engineers, How can we incorporate the additional strength available by soil safe bearing capacity into our grade beam and plinth beam structural designs?
  • Is it possible to get the detailed calculation steps anywhere for the IS steel column design output given by STAAD?

    Dear Users, Is it possible to get the detailed steps of calculation or how the design parameters are derived or the list of sub parameters considered for the arriving out the interaction ratio given in the output file for the axial and bending interaction…
  • staad.pro connect edition version 22.10.00.153

    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…
  • ERROR: MEMBER # 3 IS NOT A VALID COLD-FORMED STEEL SECTION. E-10 - in Staad.pro

    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…
  • Why IS Code 800-2007 LSD fails Ratio INFINITY, while AISC 360-10 ASD passed Beam with Ratio 0.44? Taper beam

    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…
  • Inherent and Accidental Torsion for Custom Response Spectrum (Site-Specific RSA)

    Attached below is the Response Spectra Window for ASCE code in STAAD. It shows that torsional effects may be included by setting the parameters for the dynamic (DEC) and accidental (ECC) eccentricity. However, this feature is not present if Custom…
  • openstaad

    can someone please tell how to access results from stress at a point function of openstaad. i am trying hard to get but getting failure. please explain.
  • Timber Analysis Analytical vs. Physical

    Hello. I analyzed an identical overhang beam. One way with the analytical modeling and the other I modeled it with the physical modeling first. My results very very different, particular in the displacement at the end. Can anyone help explain this or…
  • Moment Capacity variation between STAAD result and Manual Calculation

    Hello All, I was manually calculating the bending capacity of the built up I sections as per IS-800 and found that the results for compact and semi-compact webs were not matching with the STAAD results. I have attached the snap of my manual calculation…
  • Staad Error

    Hello, does anyone know what error staad pro may have? When opening it stays charging and after a long time it closes
  • Hardware requirement

    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…
  • Design of Composite structure as per Indian Code

    Hi Team, I want to design a Deck concrete slab with Steel frame (Composite building) for one of the Indian industrial project in Staad Pro connect edition using Indian code or American code. Please help me out on how to do and share if there are any…
  • STAAD CONNECT - Variance In Length by 0.00001 m

    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…