Shz713
Structural
- Aug 21, 2015
- 221
To consider only material nonlinearity in SAP2000:
-what would be the mass source for subsequent load cases after nonlinear dead load as initial case? Two options are available, default mass source and from previous load case.
-how to find the point in which materials enters plastic state and no longer elastic? Is any plot or data produced after analysis?
Cheers,
Shoot for the Moon, even if U miss, U still land among Stars!
-what would be the mass source for subsequent load cases after nonlinear dead load as initial case? Two options are available, default mass source and from previous load case.
-how to find the point in which materials enters plastic state and no longer elastic? Is any plot or data produced after analysis?
Cheers,
Shoot for the Moon, even if U miss, U still land among Stars!