Dear Kushan,
I am afraid this does not solve the problem. The two beam axes must be separated and coincident to the geometric centre of the respective components (the slab and the beam).
Otherwise the behavior will be totally different..
Search found 2 matches
- 06 Sep 2010, 04:25
- Forum: 03-Analytical/modelling capabilities
- Topic: modelling partial shear connection
- Replies: 4
- Views: 3136
- 03 Sep 2010, 02:32
- Forum: 03-Analytical/modelling capabilities
- Topic: modelling partial shear connection
- Replies: 4
- Views: 3136
modelling partial shear connection
<t>Hi,<br/>
<br/>
I have, a question regarding the modeling of steel-concrete composite beams: Is it possible to model the partial shear connection between the slab and the steel beam?<br/>
<br/>
I tried to use two beams (one for the slab and one for the steel beam) and to model the shear studs ...
<br/>
I have, a question regarding the modeling of steel-concrete composite beams: Is it possible to model the partial shear connection between the slab and the steel beam?<br/>
<br/>
I tried to use two beams (one for the slab and one for the steel beam) and to model the shear studs ...