Dear Sir/Madam,
We are facing 1 issue In STAAD PRO Connect Series,
Design Code : IS 800 LSD
Seismic Definition : Response Spectra CQC IS 1893 - 2016
Member size : Hot Rolled UC
When we apply Design parameter SEI 1 , for lateral seismic load resistant frames , for a structure in ZONE V, The members are shown as failed member post design, with ratio 1.00016, ( not changing with change in member size) & The failure clause referred in post processing is showing reference to Cl. 6.3 of !S800 -2007.
Can anybody help figuring this out.
Thanks, Jaya