Cross-Section Properties
UPN 300
Geometry
UPN 300
Depth h 300.0 mm
DIN 1026-1:2009-09
Width b 100.0 mm Özkan
Web thickness tw 10.0 mm 100.0
Flange thickness tf 16.0 mm
Root fillet radius r1 16.0 mm 16.0
Toe radius r2 8.0 mm
10.0
Distance b1 50.0 mm
Depth of straight portion of web d 232.1 mm
300.0
y
Flange slope sf 8.00 %
Sectional Area
Sectional area A 58.80 cm
16.0
8.00
Bending z
27.0 73.0
Location of centroidal axis in y-direction ey 27.0 mm [mm, %]
Area moment of inertia about y-axis Iy 8030.00 cm
Area moment of inertia about z-axis Iz 495.00 cm
Polar area moment of inertia Ip 8525.00 cm
Polar area moment of inertia with respect to shear center Ip,SC 10513.57 cm
Radius of gyration about y-axis iy 117.0 mm
Radius of gyration about z-axis iz 29.0 mm
Polar radius of gyration ip 120.5 mm
Polar radius of gyration with respect to shear center ip,SC 133.7 mm
Statical moment of area about y-axis max Sy 316.00 cm
Statical moment of area about z-axis max Sz 35.92 cm
Elastic section modulus about z-axis W z,min -183.32 cm
Elastic section modulus about z-axis W z,max 67.80 cm
Elastic section modulus about y-axis Wy 535.00 cm
Elastic section modulus about z-axis Wz 67.80 cm
Shear
Shear area in y-direction Ay 13.39 cm
Shear area in z-direction Az 27.88 cm
Shear center coordinate with respect to centroid in y-direction ySC -54.1 mm
Torsion
Torsional constant It 34.72 cm
Secondary torsional constant It,s 4210.85 cm
Section modulus for torsion Wt 21.70 cm
Warping
Warping ordinate with respect to shear center max ω 83.47 cm
Warping constant with respect to shear center Iω 78943.25 cm
Warping radius of gyration with respect to shear center iω 27.4 mm
Warping section modulus with respect to shear center Wω 945.81 cm
Warping statical moment with respect to shear center max Sω 392.27 cm
Stability
Section asymmetry parameter with respect to centroid rz 271.4 mm
Section asymmetry parameter with respect to shear center ry,SC 379.6 mm
Plasticity
Plastic section modulus about y-axis W pl,y 632.42 cm
Plastic section modulus about y-axis W pl,y,pure 571.69 cm
Plastic section modulus about z-axis W pl,z 129.90 cm
Plastic warping section modulus with respect to shear center W pl,ω 1759.34 cm
Plastic shape factor about y-axis αpl,y 1.182 --
Plastic shape factor about y-axis αpl,y,pure 1.069 --
Plastic shape factor about z-axis αpl,z 1.916 --
Plastic shape factor with respect to shear center αpl,ω 1.860 --
Plastic shear area in y-direction Apl,y 30.40 cm
Plastic shear area in z-direction Apl,z 28.40 cm
Plastic limiting normal force Npl 1381.027 kN
Plastic limiting shear force in y-direction Vpl,y 412.459 kN
Plastic limiting shear force in z-direction Vpl,z 385.324 kN
Plastic limiting bending moment about y-axis Mpl,y 148.62 kNm
Plastic limiting bending moment about z-axis Mpl,z 30.53 kNm
Distance from centroid to plastic neutral axis in y-direction ypl -17.2 mm
Other
Weight G 46.2 kg/m
Surface area per unit length Am 0.950 m /m
Volume V 5880.00 cm /m
Section factor Am/V 161.565 1/m
