Dear Kmmh,
So I just find the shear value at that surface and find the adequate
Area of steel that could take this shear on it's section?
Any remarks,notes or rules on the layout and distribution of the dowels?
So I just find the shear value at that surface and find the adequate
Area of steel that could take this shear on it's section?
Any remarks,notes or rules on the layout and distribution of the dowels?
.