• Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    We are wondering what method / programs you use to analyze and design structural supports for Cantilever Overhead Sign Structures (COSS). Do you use STAAD.Pro to generate COSS models? What engineering codes are used in your country? See videos below for…
  • Temperature load

    4034.With Temperature_Rack.std.txt When I have applied temperature load and run the staad file it showed an abnormal unity ratio. Can you please check and suggest what is the issue? also check our applied temperature load calculation? For design,…
  • HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…
  • in section wizard , while importing the section by general section , error pops up says " profile point for this shape will not be exported"

    I am using a square section by TATA STRACTRA one on top of another.
  • hi everyone, can anybody help me to solve this model because have error of the snow and seismic loads??

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 151 7030.99 14763.7 2911.01; 152 7609.76 14763…
  • Regarding Lx parameter value.

    How to give the design parameter of Lx(lateral torsional buckling) For column member. In my case, The column height is 12m, Minor axis direction tied at each 3m. But major axis direction not tied. What is the Lx parameter value?
  • Lx and Lz parameter

    MEM length - 6 m Stiff plate in yellow color at 1.5m interval So shld i give Lz -1.5m or Ly-1.5 Kindly explain me briefly Thank you
  • Mton/Cm to Kn/m

    How do I change Mton/Cm to Kn/m
  • SIG Virtual Workshop: STAAD - Modeling Finite Elements

    SIG Workshop: STAAD - Modeling Finite Elements Presenter: Sabrina Tedeschi, Application Engineer, Structural, Bentley Systems, Inc. Date/Time: May 21, 2020 1:00 P.M. EDT Register Now During this STAAD Special Interest Group virtual workshop…
  • Paste prototype model dialog Box

    Hi All, When creating a prototype model in the structure wizard I am unable to transfer this model into my Staad.pro connect file. Once I have created the prototype, the first box comes up saying would you like to merge this prototype into Staad…
  • Plate Girder Taper

    Hello, Is it possible to model a plate girder where the bottom tapers at the end of the beam while the top stays level? See below picture for reference
  • STAAD.Pro CONNECT EDITION AIJ 2005

    We used STAAD.Pro SS6 before and to separate the long term case and the short term case, we used the parameter TMP which does not divide the FYLD by 1.5. In the new CONNECT Edition, the allowable is always divided by 1.5 and the TMP parameter is gone…
  • Saad Pro

    I s there any way in Staad pro to design slim floor beam SFB where the Slab floor rests on the lower flange
  • STAAD Pro Advanced CONNECT v22 Update 3 - No Steel Design Results

    Hello, I have a large model which in the normal STAAD Pro CONNECT v22 Update 2 took over 11 hours to run. I made some minor updates by adding some plan bracing and updated the effective lengths to try and remove some failures. I then updated to v22…
  • staad Utilization for bigger section higher than lower section

    good day, i tried designing a simply supported steel beam on staad pro using the same loading but i tried different Dmax UB 533X210X138 = Utilization ratio= 0.9852117 UB 457X191X161 = Utilization ratio = 0.75 isn't the lower steel section supposed…
  • Problem modelling plates on top of beams for elevated steel water tank

    I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…
  • How to pass steel members in Staad pro

    I have designed a steel structure in Staad pro, No errors are found but in output file some members are getting failed. I dont have any ideas in passing those members. If I change section of those members other members are getting failed. please sort…
  • UC Ratio problem

    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
  • solid plates and round bar design

    Dear sir, I am doing a design calculation for cat ladder using solid plates and round bar .But it is not giving me results with utilization ratio?how i can design it.Kindly suggest me method for these profile.stad file is attached. CAT LADDR.std
  • COMPOSITE DECK

    Dear sir, I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can…
  • tension & compression flange utility ratio for built-up i-section

    Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.
  • Diseño

    Buenas tardes compañeros, tengo una duda, utilizo staad.pro, para diseño de naves industriales, entrepisos, torres para tanques elevados, al igual que construcciones en concreto armado y todo con su respectiva zapata aislada o combinada, con análisis…
  • vibration check

    Dear sir , Kindly give me direction how I can check the deflection for the specific beams.stad file and drawing is attached.consultant want vibration check for specific beam.thanks. PDF STORE.std2.std
  • how to get the loadings details in report????

    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
  • UC Ratio problem

    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar