L125x90x10

Unequal Angles

Series : L
Standard : JIS G3192
Region : Japan
Shape : Unequal Leg
Manufacturing Type : Hot rolled

Geometric Properties
Depth(h) : 125 (mm)
Width(b) : 90 (mm)
Thickness(t) : 10 (mm)
Root fillet radius(r1) : 10 (mm)
Toe radius(r2) : 7 (mm)

Axial Properties
Sectional area(A) : 20.5 (cm2)

Bending Properties
Location of centroidal axis in y-direction(ey) : 22.2 (mm)
Location of centroidal axis in z-direction(ez) : 85.5 (mm)
Moment of inertia about y-axis(Iy) : 318 (cm4)
Moment of inertia about z-axis(Iz) : 138 (cm4)
Product second moment of area about y,z-axes(Iyz) : 122.49 (cm4)
Moment of inertia about u-axis(Iu) : 380 (cm4)
Moment of inertia about v-axis(Iv) : 76.2 (cm4)
Polar moment of inertia(Ip) : 456 (cm4)
Polar moment of inertia with respect to shear center(Ip,SC) : 760.53 (cm4)
Inclination of principal axes(a) : -26.79 (deg)
Radius of gyration about y-axis(iy) : 39.4 (mm)
Radius of gyration about z-axis(iz) : 25.9 (mm)
Radius of gyration about y,z-axes(iyz) : 24.4 (mm)
Radius of gyration about u-axis(iu) : 43 (mm)
Radius of gyration about v-axis(iv) : 19.3 (mm)
Polar radius of gyration(ip) : 47.2 (mm)
Polar radius of gyration with respect to shear center(ip,SC) : 60.9 (mm)
Statical moment of area about y-axis(max Sy) : 35.26 (cm3)
Statical moment of area about z-axis(max Sz) : 22.1 (cm3)
Statical moment of area about u-axis(max Su) : 38.45 (cm3)
Statical moment of area about v-axis(max Sv) : 10.57 (cm3)
Elastic section modulus about y-axis(Wy,min) : -37.2 (cm3)
Elastic section modulus about y-axis(Wy,max) : 80.5 (cm3)
Elastic section modulus about z-axis(Wz,min) : -62.2 (cm3)
Elastic section modulus about z-axis(Wz,max) : 20.3 (cm3)
Elastic section modulus about u-axis(Wu,min) : -44.02 (cm3)
Elastic section modulus about u-axis(Wu,max) : 57.72 (cm3)
Elastic section modulus about v-axis(Wv,min) : -20.26 (cm3)
Elastic section modulus about v-axis(Wv,max) : 16.94 (cm3)
Elastic section modulus about y-axis(Wy) : 37.2 (cm3)
Elastic section modulus about z-axis(Wz) : 20.3 (cm3)
Elastic section modulus about u-axis(Wu) : 44.02 (cm3)
Elastic section modulus about v-axis(Wv) : 16.95 (cm3)

Shear Properties
Shear area in y-direction(Ay) : 4.62 (cm2)
Shear area in z-direction(Az) : 8.76 (cm2)
Shear area in u-direction(Au) : 7.9 (cm2)
Shear area in v-direction(Av) : 9.67 (cm2)
Shear center coordinate with respect to centroid in y-direction(ySC) : -17.2 (mm)
Shear center coordinate with respect to centroid in z-direction(zSC) : 34.5 (mm)

Torsional Properties
Torsional constant(It) : 6.73 (cm4)

Stability Properties
Section asymmetry parameter with respect to centroid(ru) : -11.9 (mm)
Section asymmetry parameter with respect to centroid(rv) : 80 (mm)
Section asymmetry parameter with respect to shear center(ru,SC) : 143.2 (mm)
Section asymmetry parameter with respect to shear center(rv,SC) : -58.6 (mm)

Plastic Properties
Plastic section modulus about y-axis(Wpl,y) : 68.06 (cm3)
Plastic section modulus about y-axis(Wpl,y,pure) : 54.03 (cm3)
Plastic section modulus about z-axis(Wpl,z) : 37.08 (cm3)
Plastic section modulus about z-axis(Wpl,z,pure) : 33.01 (cm3)
Plastic section modulus about u-axis(Wpl,u) : 76.71 (cm3)
Plastic section modulus about v-axis(Wpl,v) : 33.72 (cm3)
Plastic shape factor about y-axis(apl,y) : 1.83
Plastic shape factor about y-axis(apl,y,pure) : 1.452
Plastic shape factor about z-axis(apl,z) : 1.826
Plastic shape factor about z-axis(apl,z,pure) : 1.626
Plastic shape factor about u-axis(apl,uV) : 1.743
Plastic shape factor about v-axis(apl,v) : 1.99
Plastic shear area in y-direction(Apl,y) : 8.5 (cm2)
Plastic shear area in z-direction(Apl,z) : 12 (cm2)
Plastic shear area in u-direction(Apl,u) : 7 (cm2)
Plastic shear area in v-direction(Apl,v) : 14.55 (cm2)
Plastic limiting normal force(Npl) : 481.851 (kN)
Plastic limiting shear force(Vpl,y) : 115.326 (kN)
Plastic limiting shear force(Vpl,z) : 162.813 (kN)
Plastic limiting shear force in u-direction(Vpl,u) : 176.423 (kN)
Plastic limiting shear force in v-direction(Vpl,v) : 197.346 (kN)
Plastic limiting bending moment(Mpl,y) : 15.99 (kNm)
Plastic limiting bending moment(Mpl,z) : 8.71 (kNm)
Plastic limiting bending moment about u-axis(Mpl,u) : 18.03 (kNm)
Plastic limiting bending moment about v-axis(Mpl,v) : 7.92 (kNm)
Plastic limiting normal force(Nu) : 481.851 (kN)
Distance from centroid to plastic neutral axis in y-direction(ypl) : -14 (mm)
Distance from centroid to plastic neutral axis in z-direction(zpl) : 18.1 (mm)
Distance from centroid to plastic neutral axis in u-direction(upl) : -0.8 (mm)
Distance from centroid to plastic neutral axis in v-direction(vpl) : 8.4 (mm)

Other Properties
Weight(G) : 16.1 (kg/m)
Surface area per unit length(Am) : 0.42 (m2/m)
Volume(V) : 2050 (cm3/m)
Section factor(Am/V) : 204.731 (1/m)

L125x90x10
L125x90x10
L125x90x10.dwg
104 KiB
12 Downloads
Details

Post navigation