Moment transfer to column
Moment transfer to column
(OP)
My company do post tension beam and slab design.but when they do design,they assume moment transfer from slab or beam to the column should not greater than 2.5M/bd2.I think that is not correct.How should I calculate that moment?any guidance will be appreciated as I am amateur in pt design.
Thanks
Thanks






RE: Moment transfer to column
RE: Moment transfer to column
RE: Moment transfer to column