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;…

PEB.RESPONSE SPECTRUM ANALYSIS.std

Hello! I would just like to ask I am working on a big model like 25m by 180m and upon running the analysis, it stopped at RUN BY LOAD CASE or something. So I took a part out and removed some plates and turned all braces into truss members. It…

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…

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

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

Hello, I've modeled a building and applied the correct surface loads (snow load=35 psf, DL = 15psf.) The integrity check passes and then I run "design all" for steel beams. The results yield members that I know will fail. For instance, I know a W10x12…

FEA.std Hello everyone, I need help for the attached model. I am doing the FEA on StaadPro and i created the model as attached. However, the problem is that i cannot see any stress distribution on the plate after analysis. Can somebody help…

Hello everyone, I have a question about the bi-axial bending and torsion calculations in StaadPro based on EC3. I designed a beam (RHS) subjected to bi-axial bending and torsion. I am comparing my hand calculations with Staad pro unity check but…

Hi guys. I am a new user in staad. I tried modeling my file but i can't run it as a whole. Can someone give me tips on how to model this on my staad? at the same time, i am trying to analyze it part by part, but can't seem quite to run it due to instability…

Hello, I am working on STAAD.Pro V8i and I can read in the help manual, for the Japanese codes 2005 steel design that the equation for the Allowable bending moment stress correction factor C is written: C=1.75 - 1.05 (M2/M1) + 0.3 (M2/M1)^2 I am…

Hello, I'm looking at this article, and would like some clarification: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2055/ram-steel-columns-fa The diagram says "minor" and "major" axis moment, however…

Dear Sir, I am having a problem trying to design structural steel members to Graded 50 steel. I understand Staadpro default is Grade 43. How do I go about changing teh setting so I can design to Grade 50 or Grade 55 steel? Appreciate a prompt response…