Thank you for all your input.
A few clarifications/improvements to the detail:
1. Create pockets of concrete around the stud by starting and the stopping the mirror drain. Bituminous layer will run continuous.
2. Water seepage to floor below is major concern.
3. False work will be provided...
I have attached a sketch. This should help.
http://files.engineering.com/getfile.aspx?folder=fc1390b4-a9a5-401c-9672-179a2b8453a5&file=SKMBT_C45009111312460.pdf
Hi,
I am designing a composite beam with a 5/8" gap between concrete and top of steel beam.
I have 8" concrete slab. I am considering the following factors in design:
1. Bending of studs; and
2. slippage of concrete vs. steel.
Any other things I should consider?
Thanks