ammer
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hello friends
I'm asking about the stiffness modifications in the idecad
when do we need to do this?
for the beams,column,and the slab
for example:
i have this cantilever beam,slab
Is it correct to do the stiffness modifications when we need to check the deflection?
I'm asking about the stiffness modifications in the idecad
when do we need to do this?
for the beams,column,and the slab
for example:
i have this cantilever beam,slab
Is it correct to do the stiffness modifications when we need to check the deflection?