Precast/Prestressed Girder Help

Double Tee Properties

Double Tee Properties

Table 1. Heavy Double Tees
Section ID A (in2) MI (in4) Cg (in) h (in) b (in) b1 (in) f1 (in) f2 (in) ST (in) SB (in) VolAreaa (in)
5DT36 779.9 90286 23.69 36 60 30 6 6 8 6 3.144
6DT35 839.9 90163 23.29 35 72 48 5 5 9.75 6 3.121
7DT35 900 995027 23.9 35 84 48 5 5 9.75 6 3.07
8DT32 567 55463 21.21 32 96 48 2 2 7.75 4.75 1.828
8DT35 959.9 99299 24.45 35 96 48 5 5 9.75 6 3.026
Table 2. Light Double Tees
Section ID A (in2) MI (in4) Cg (in) h (in) b (in) b1 (in) f1 (in) f2 (in) ST (in) SB (in) VolAreaa (in)
6DT23_L 557.9 21366 16.61 23 72 36 5 5 6.5 4.5 2.512
6DT27_L 635 35757 19.15 27 72 36 5 5 8 4.5 2.699
8DT27_L 688.9 32888 20.64 27 96 48 5 5 5.75 3.75 2.408
8DT35_L 786.9 72421 26.2 35 96 48 5 5 6.5 3.75 2.487
Note:
  1. Vol/Area is calculated as the cross-sectional area of the girder divided by the perimeter. For box beams, consider the internal and external perimeters.