Results

Plate 0 X 0 X 0
Pu 0 Kip:
ΦPcr 0 Kip:
ΦPn 0 Kip:

K = Column Effective Length Factor
Φc = Steel Compressive factor(=0.9)
E = Modulus of Elasticity (Young's Modulus =29,000 ksi)
fy = Yield Strength (common 36 ksi)