struggle67
Structural
Hi Good Day
Firstly I have never done non-suspended slab/beam design before. As shown in sketch above if I have a member with load carrying capacity a that is resting on rigid ground or existing member with load carry capacity b without composite action at the interface (i.e. no friction no interface shear strength at the interface), can I say that my total load capacity is a+b? shall I distribute the load according to their member flexural stiffness (i.e if they have same stiffness, each member both existing and new carries the same amount of load?
Thanks

Firstly I have never done non-suspended slab/beam design before. As shown in sketch above if I have a member with load carrying capacity a that is resting on rigid ground or existing member with load carry capacity b without composite action at the interface (i.e. no friction no interface shear strength at the interface), can I say that my total load capacity is a+b? shall I distribute the load according to their member flexural stiffness (i.e if they have same stiffness, each member both existing and new carries the same amount of load?
Thanks