pinokio
Structural
- Oct 6, 2005
- 4
Hello,
I am designing a transformer foundation with concrete oil-containment pit around. Usually I design the transformer pad and the slab separately and show only a waterstop in between. The transformer pad is 4ft thick and the slab is 8" thk. After the drawings were reviewed by the client, their engineer made a comment that there should be a dowel between the slab and the pad. I wasn't anticipating to put dowels, because the transformer pad will settle more than the slab and this will create stress in the connection. Would love to hear your thought whether the dowels should be placed or not. Thanks.
I am designing a transformer foundation with concrete oil-containment pit around. Usually I design the transformer pad and the slab separately and show only a waterstop in between. The transformer pad is 4ft thick and the slab is 8" thk. After the drawings were reviewed by the client, their engineer made a comment that there should be a dowel between the slab and the pad. I wasn't anticipating to put dowels, because the transformer pad will settle more than the slab and this will create stress in the connection. Would love to hear your thought whether the dowels should be placed or not. Thanks.