NAFTALI-HAKOHEN
Civil/Environmental
- Apr 8, 2021
- 26
hi,
im dealing with an apartment, reinforced concrete, that a concrete slab was added in after the original construction,
using rebar inserted into perimeter slabs (with epoxy) , see the plans below:
now, after 2 years, theres a large crack in the slab, roughly near the joint line of new slab to old:
to me this seems worrying, but a few people have told me this is normal...does anyone have experience with these kinds of building additions?
is the slab simply behaving as pinned connection at edges, and the rotation is causing the crack , or should it be designed and built as inherently fixed, and no rotation is expected?
thanks
Naftali
im dealing with an apartment, reinforced concrete, that a concrete slab was added in after the original construction,
using rebar inserted into perimeter slabs (with epoxy) , see the plans below:
now, after 2 years, theres a large crack in the slab, roughly near the joint line of new slab to old:
to me this seems worrying, but a few people have told me this is normal...does anyone have experience with these kinds of building additions?
is the slab simply behaving as pinned connection at edges, and the rotation is causing the crack , or should it be designed and built as inherently fixed, and no rotation is expected?
thanks
Naftali