PEinVA
Structural
- Nov 15, 2006
- 321
I have a situation where I am trying to model the relative stiffness between a set of beams and a concrete slab. I have an 8" slab drawn as plates and supported on column concrete members.
I know with member design you can control the crack factor of concrete members. I cannot find this for plate members.
Is there anyway to model this reduced stiffness other than reducing material properties?
Thanks!
RC
All that is necessary for the triumph of evil is that good men do nothing.
Edmund Burke
I know with member design you can control the crack factor of concrete members. I cannot find this for plate members.
Is there anyway to model this reduced stiffness other than reducing material properties?
Thanks!
RC
All that is necessary for the triumph of evil is that good men do nothing.
Edmund Burke