I modeled and analyzed a Tube membered structure as per IS:800-2007 LSD in STAAD.Pro Advanced CE - V 22.12.00.142 , and tried connection design using integrated Ram Connection as Per American Code. I am encountering an error that connections are not…

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…

Currently Working on Pipe rack Design for the New Zealand site. And I want to do Seismic analysis for the pipe rack. I have seen the seismic code list which is available in software. New Zealand Seismic code is not available in code list then how we can…

Dear sir, Base shear gets by staad model is coming 269KN which is not matching with etab model (base shear 500kn) prepared by consultant.Also lateral displacement on siesmic cases is more in etab model than staad model.Can you explain why staad model…

PDF Dear communities, Please provide me the solution or method to design & analysis the STEPPED column. For the reference, I have attached the pdf file, please check it & provide me the solution. Thank you.

Good day, everyone! My query is about using the Modal Frequency Calculation... I've been checking the modal frequency of the structure as a whole but the client asked how we deal with the concentrated loads in the middle of the beams. I said that…

STAAD.Pro ver. 22.04.00.40 ” The correct Cw (Warping constant) value is not assigned by the members ” I modeled all these members in the GUI. Other than PG(Plate Girder), I used American Property, and created User table about PG. Here, I compared…

How do I change Mton/Cm to Kn/m

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…

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.

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?

Hello I am using Staad Pro v8i. I am designing a building with multiple frames and bays. I have added point loads at each node for every floor. After running fine for 2-3 times; Staad modifies the input file in such a way that the same load is applied…

Hai friends Please help us to solve problem with STAAD section informations. Staad developers kindly advice us. All query mentioned in the attached word file Thanks for ur support in advance Regards Bagmass

When running the STAAD, the result shows everything is right,. Structure is stable, no warning. Displacements are limited. BUT, I get some funny numbers for rotational displacement e.g. 533 degree & sometimes more. I checked releases. I believe they…