BEAM-CHK

Code Check Beams to AISC 360-05 (Beta)

PROJECT
CALCULATION
UNITS
Length
Force
SECTION PROFILE
Table Section
h b tf tw
MATERIAL
E Enter the elastic modulus for the material
σy Enter the yield stress for the material
ν Enter the Poisson's ratio for the material
(Acceptable values are -1 ≤ ν ≤ 0.5)
-
EFFECTIVE LENGTHS
Torsion
LEFF Y
LEFF Z
MOMENT MODIFIERS
Torsion -
Bend Y -
Bend Z -
STIFFENER SPACING
Web Enter the stiffener spacing for the member
(Leave empty if there are no stiffeners)
APPLIED FORCES
Axial Enter the Axial Force* for the member
* Tension should be positive
MY
Shear Z MZ