Penpendrum
Civil/Environmental
- Sep 30, 2012
- 48
We have a plan that illustrates a special moment frame .. the structural notes states that column splices must be done at midheight also aci code states that splices must be 2D away from support if i am correct . .
if the column rebar required is 25 mm at the 1st level and the column rebar required is 20 mm at the 2nd level ... does this mean that I have to lap splice within the floor line and this is an exemption from the code???. . .
if the column rebar required is 25 mm at the 1st level and the column rebar required is 20 mm at the 2nd level ... does this mean that I have to lap splice within the floor line and this is an exemption from the code???. . .