04-14-2010, 05:38 AM
Dear Benny,
I examined your models. As i saw, in sap doubled loads on frames that one is from slab and the other one from self. in etabs there is only load from slabs.
i think, you countered doubled forces in sap because of double loading.
regards,
ascetic
I examined your models. As i saw, in sap doubled loads on frames that one is from slab and the other one from self. in etabs there is only load from slabs.
i think, you countered doubled forces in sap because of double loading.
regards,
ascetic
jaffa kree