|
|
|
|
|
|
Support at span end by steel beam parallel to the slope of the roof.
Waffle slab.
Lost form.
|
|
|
|
|
|
|
|
|
|
FIR527
|
|
|
|
|
|
|
|
|
-
This shear connector does not guarantee composite action, it only allows the support to work without sliding with some improvement in the capacity of the steel section. When true composite action is desired, the size and spacing of the shear connectors must be calculated.
|
|
