I would like to ask how do you design your transfer plate: let's assume I have 2m transfer plate slab:
during the construction, the slab will be cast into two go, first at 0.8m and second at 1.2m.
my questions are:
1) how do you determine the number of tendons, is base on total slab thickness?
2) will I need to consider stress at first cast?
do you have anytext book or manual talk about transfer plate steps?