4645.File.STD
Hi,
I am designing a steel truss over steel columns. But members are failing with absurd utilization ratio. Those are failing in cl. 9.3.1.1 of IS 800 : 2007 LSD. Please help in this regard.
Hello,
I am unable to run your model as it shows some error. can you please double check at your end if you have attached the right model?
Also, please let us know the member number and crtical load combination for which you are getting absurd results.