L150x90x9

Unequal Angles

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

Geometric Properties
Depth(h) : 150 (mm)
Width(b) : 90 (mm)
Thickness(t) : 9 (mm)
Root fillet radius(r1) : 12 (mm)
Toe radius(r2) : 6 (mm)

Axial Properties
Sectional area(A) : 20.94 (cm2)

Bending Properties
Location of centroidal axis in y-direction(ey) : 19.9 (mm)
Location of centroidal axis in z-direction(ez) : 100.5 (mm)
Moment of inertia about y-axis(Iy) : 485 (cm4)
Moment of inertia about z-axis(Iz) : 133 (cm4)
Product second moment of area about y,z-axes(Iyz) : 144.94 (cm4)
Moment of inertia about u-axis(Iu) : 537 (cm4)
Moment of inertia about v-axis(Iv) : 80.4 (cm4)
Polar moment of inertia(Ip) : 618 (cm4)
Polar moment of inertia with respect to shear center(Ip,SC) : 1091.77 (cm4)
Inclination of principal axes(a) : -19.85 (deg)
Radius of gyration about y-axis(iy) : 48.1 (mm)
Radius of gyration about z-axis(iz) : 25.2 (mm)
Radius of gyration about y,z-axes(iyz) : 26.3 (mm)
Radius of gyration about u-axis(iu) : 50.6 (mm)
Radius of gyration about v-axis(iv) : 19.6 (mm)
Polar radius of gyration(ip) : 54.3 (mm)
Polar radius of gyration with respect to shear center(ip,SC) : 72.2 (mm)
Statical moment of area about y-axis(max Sy) : 44.26 (cm3)
Statical moment of area about z-axis(max Sz) : 21.44 (cm3)
Statical moment of area about u-axis(max Su) : 46.45 (cm3)
Statical moment of area about v-axis(max Sv) : 11.77 (cm3)
Elastic section modulus about y-axis(Wy,min) : -48.2 (cm3)
Elastic section modulus about y-axis(Wy,max) : 97.97 (cm3)
Elastic section modulus about z-axis(Wz,min) : -66.68 (cm3)
Elastic section modulus about z-axis(Wz,max) : 19 (cm3)
Elastic section modulus about u-axis(Wu,min) : -53.01 (cm3)
Elastic section modulus about u-axis(Wu,max) : 76.33 (cm3)
Elastic section modulus about v-axis(Wv,min) : -22.6 (cm3)
Elastic section modulus about v-axis(Wv,max) : 15.89 (cm3)
Elastic section modulus about y-axis(Wy) : 48.2 (cm3)
Elastic section modulus about z-axis(Wz) : 19 (cm3)
Elastic section modulus about u-axis(Wu) : 53.02 (cm3)
Elastic section modulus about v-axis(Wv) : 15.87 (cm3)

Shear Properties
Shear area in y-direction(Ay) : 3.79 (cm2)
Shear area in z-direction(Az) : 10.15 (cm2)
Shear area in u-direction(Au) : 6.57 (cm2)
Shear area in v-direction(Av) : 10.74 (cm2)
Shear center coordinate with respect to centroid in y-direction(ySC) : -15.4 (mm)
Shear center coordinate with respect to centroid in z-direction(zSC) : 45 (mm)

Torsional Properties
Torsional constant(It) : 5.54 (cm4)

Stability Properties
Section asymmetry parameter with respect to centroid(ru) : -17.1 (mm)
Section asymmetry parameter with respect to centroid(rv) : 94.5 (mm)
Section asymmetry parameter with respect to shear center(ru,SC) : 155.2 (mm)
Section asymmetry parameter with respect to shear center(rv,SC) : -92.6 (mm)

Plastic Properties
Plastic section modulus about y-axis(Wpl,y) : 86.85 (cm3)
Plastic section modulus about y-axis(Wpl,y,pure) : 68 (cm3)
Plastic section modulus about z-axis(Wpl,z) : 34.46 (cm3)
Plastic section modulus about z-axis(Wpl,z,pure) : 31.46 (cm3)
Plastic section modulus about u-axis(Wpl,u) : 92.71 (cm3)
Plastic section modulus about v-axis(Wpl,v) : 34.02 (cm3)
Plastic shape factor about y-axis(apl,y) : 1.802
Plastic shape factor about y-axis(apl,y,pure) : 1.411
Plastic shape factor about z-axis(apl,z) : 1.814
Plastic shape factor about z-axis(apl,z,pure) : 1.656
Plastic shape factor about u-axis(apl,uV) : 1.749
Plastic shape factor about v-axis(apl,v) : 2.144
Plastic shear area in y-direction(Apl,y) : 7.7 (cm2)
Plastic shear area in z-direction(Apl,z) : 13.09 (cm2)
Plastic shear area in u-direction(Apl,u) : 6 (cm2)
Plastic shear area in v-direction(Apl,v) : 14.92 (cm2)
Plastic limiting normal force(Npl) : 492.2 (kN)
Plastic limiting shear force(Vpl,y) : 104.404 (kN)
Plastic limiting shear force(Vpl,z) : 177.669 (kN)
Plastic limiting shear force in u-direction(Vpl,u) : 158.268 (kN)
Plastic limiting shear force in v-direction(Vpl,v) : 202.489 (kN)
Plastic limiting bending moment(Mpl,y) : 20.41 (kNm)
Plastic limiting bending moment(Mpl,z) : 8.1 (kNm)
Plastic limiting bending moment about u-axis(Mpl,u) : 21.79 (kNm)
Plastic limiting bending moment about v-axis(Mpl,v) : 8 (kNm)
Plastic limiting normal force(Nu) : 492.2 (kN)
Distance from centroid to plastic neutral axis in y-direction(ypl) : -13 (mm)
Distance from centroid to plastic neutral axis in z-direction(zpl) : 16.7 (mm)
Distance from centroid to plastic neutral axis in u-direction(upl) : -1.7 (mm)
Distance from centroid to plastic neutral axis in v-direction(vpl) : 10.5 (mm)

Other Properties
Weight(G) : 16.4 (kg/m)
Surface area per unit length(Am) : 0.47 (m2/m)
Volume(V) : 2094 (cm3/m)
Section factor(Am/V) : 224.307 (1/m)

L150x90x9
L150x90x9
L150x90x9.dwg
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