Pr, (kN)
0
500
1000
1388
1586 1520 1500 1454
2000
0
10
As = 2
50 m
20
00 mm As = 75
Mr, (kN·m)
As = 5
m
As = 1000 mm
0 mm
30
40
EZ Concerete Forming
1000 mm wall section, d = 134 mm, Fc = 20 MPa, Fy = 400 MPa
Axial Load / Bending moment Interaction Diagram 10” EZ Form Wall, (6.375” Concrete Wall), Reinforcing at inside face,
9