Co1 Concrete Pullou Strength
Friday 19th of June 2026 01:22:22 PM
Concrete & Anchors
Input Data
Pu_(kip):
La (in):
Lb (in):
L (in):
k :
E (ksi):
fy(ksi):
Φc;:
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)
LRFD Design
Analysis Calculus
Friday 19th of June 2026 01:22:22 PM
    r=0 in     Kr=0 AISC 13Th 16.1.33 Ec E-3-2
    a=0 in2
    Yc=0 in3     Fcr=0 ksi
    ΦFcr=0 ksi
    ΦPcr=0 kip
    ΦPn=0 kip
    Chk=