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…

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,…

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;…

I am using a square section by TATA STRACTRA one on top of another.

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…

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?

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

How do I change Mton/Cm to Kn/m

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…

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…

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

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…

I s there any way in Staad pro to design slim floor beam SFB where the Slab floor rests on the lower flange

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…

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…

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…

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…

warehouse.zip wind calculation also in that folder.... try to fix this probem guys

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

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…

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

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…

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

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?

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