Column:L COLUMN

Basic Design Parameters

Caption = L COLUMN Default Concrete Strength, Fcu = 250 kg/cm^2 Default Concrete Modulus, Eo = 240000 kg/cm^2 Maximum Concrete Strain = 0.0035 in/in Rebar Set = ASTM Default Rebar Yeild Strength, Fy = 2750 kg/cm^2 Default Rebar Modulus, Es = 2000000 kg/cm^2 Default Cover to Rebars = 3.00 cm Maximum Steel Strain = Infinity Transverse Rebar Type = Ties Total Shapes in Section = 1 Consider Slenderness = No

Section Diagram

Basic Section Properties:

Total Width = 50.00 cm Total Height = 70.00 cm Center, Xo = 0.00 cm

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Center, Yo = 0.00 cm X-bar (Right) = 32.50 cm X-bar (Left) = 17.50 cm Y-bar (Top) = 42.50 cm Y-bar (Bot) = 27.50 cm Transformed Properties: Base Materail = Grade-25 Area, A = 1,760.0 cm^2 Inertia, Ixx = 7.52E+05 cm^4 Inertia, Iyy = 3.12E+05 cm^4 Inertia, Ixy = -2.31E+05 cm^4 Radius, rx = 20.666 cm Radius, ry = 13.307 cm Final Design Loads

Sr.No Combination Load N Mx-Bot My-Bot Mx-Top My-Top ton ton-m ton-m ton-m ton-m

1 Combination1 135.00 20.00 0.00 0.00 0.00

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