Hi
after running analysis in STAAD SS6 showing error saying member design failed for following members.
and all of these members are bracings
please review my file and suggest for possible corrective measures.
quick reply will be appreciated.
DSANJU Kris Sathia Amitava
Thanks
PrashantPLATFORM-1.std
Hi Prashant,
Can you please try with this modified input file as attached herewith, and convey the outcome to us.
PLATFORM-1_mod.std
Also please confirm which version of STAAD.Pro you are using. The version information is available at "Help" menu > "About STAAD.Pro ...".
I have noticed that you have used the "BRC", "MTYP" parameters but have not used the "SEISMIC" parameter. Please have a look.
Hi Amitava , please find attached screenshot for version of my STAAD.pro. it is STAAD.Pro V8i (SELECT series 6) 20.07.11.33 I tried file modified by you , but that problem is still there. still same 16 errors are there. and I have already given seismic parameters. Please have a look again.
Thanks, Prashant
Please refer to the revised model. It can be analysed in your version of STAAD.pro.
S1.zip
Hi DSANJU You have removed seismic parameter. it is a small structure so its ok but what about critical structures ,there we can't ignore seismic provisions. Thanks Prashant
I would suggest you to use the latest version of STAAD.Pro V8i SS6 version 20.07.11.50. I have used SEISMIC 1 parameter and the program is providing correct output. Please refer to the attached model.
0820.S1.zip