please check the code attached. I'm trying to design a purlin section on staad pro using various indian codes. in steed design result is800 and is800 2007 WSD failed the section BUT IS800 2007 LSD passed the section. should I consider this section passed…

Dear all, I am relatively new to STAAD Pro. I have been able to model my building frame in reinforced concrete as well as some roof trusses in steel sections including Zed purlins. I have 3 issues: 1) how to model roof loading to transfer roof loads…

I have assigned profiles to members, i.e. members 1 to 10 W8x15. I also designate material, elasticity content for W8x15. This syntax, when written in input, will show something like 1 to 10 W8x15. After I saved and closed the file, it should be this…

Good day Everyone, I would like to use STAAD pro to design the connections for a structural steel truss, however I am having a little difficulty as it relates to selecting the correct connection for the joints of my structure using the RAM connection…

Dear sir, I am getting the warning as instability in the direction of Fz.Please help me solve this. I am not able to understand the instability problems.Please help me STAAD SPACE START JOB INFORMATION ENGINEER DATE 14-Jun-16 END JOB INFORMATION…

I have an existing roof truss with double angles. Most of the double angles are SLBB. The truss is modeled in the X-Y plane and all of the double angles have the local 3-3 axis perpendicular to the truss. The top and bottom chords are modeled as continuous…