Co1 Concrete Pullou Strength
Friday 19th of June 2026 01:22:22 PM
Concrete & Anchors
Steel Beam
Shape:
A(in2)= 0
Zx(in3)= 0 Zy(in3)= 0
Sx(in3)= 0 Sy(in3)= 0
Rx= 0 Ry= 0
Rz= 0 Ry= 0
Input Data
Pu_(kip):
L (in):
k :
E (ksi):
fy(ksi):
Φc:
Results
For: _X_0_in
Pu 0 Kip:
ΦPcr 0 Kip:
ΦPn 0 Kip:


K =1 Col. Ef. Length Factor, pin-pin
Φc = comp. red. factor
E =29,000 ksi (Young's Modulus )
fy = Yield Strength
LRFD Design AISC 13th Ed
Φc = 0.90 (AISC   E1   comp. reduction factor)
E.3 p16.1-33, Tables 4-1;4-12
fy=36 ksi (for L), 50 Ksi (for W),  46 ksi (forHSS)
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
    Yc=0 in3     Fcr=0 ksi
    ΦFcr=0 ksi
    ΦPcr=0 kip
    ΦPn=0 kip
    Chk=