property modifier in section properties
property modifier in section properties
(OP)
In ETABS , what property modifier i should use for torsion.
if i use .05 then my analysis will be stable or not.
what effects i will get if i put torison modifier 0.05 instead of 1.
thanks
if i use .05 then my analysis will be stable or not.
what effects i will get if i put torison modifier 0.05 instead of 1.
thanks





RE: property modifier in section properties
RE: property modifier in section properties
So I think, if the torsion is not needed for equilibrium there should not be any problems if you put 0 instead of 1.
RE: property modifier in section properties
Does it possible i can release the slab ends.
RE: property modifier in section properties
RE: property modifier in section properties
RE: property modifier in section properties
RE: property modifier in section properties