Details

BaseArea

A0 = 132 * 92 = 12144 mm²;

CutoutRegionsAreas

A1 = -(32,2131*21,3131) = -686,5628 mm²

A2 = -(73,3184*73,3184) = -5375,5922 mm²

A3 = -(32,2131*10)/2 = -161,0657 mm²

A4 = -(27,4342² * π)/ 4 = -591,1194 mm²

A5 = -(10*10) = -100 mm²

AddedRegionsAreas

A6 = (73,3184² * π)/ 4 = 4221,9802 mm²

Area

A = A0 + A1 + A2 + A3 + A4 + A5 + A6 = 9451,6401 mm²

BaseCenter

X'0 = 66 mm, Y'0 46 mm

CutoutRegionsCenters

X'1 = 0 + 32,2131/2 = 10,6566 mm

Y'1 = 92 - 21,3131/2 = 75,8934 mm

X'2 = 132 - 73,3184/2 = 95,3408 mm

Y'2 = 0 + 73,3184/2 = 36,6592 mm

X'3 = 132 - 32,2131/3 = 121,2623 mm

Y'3 = 92 - 10/3 = 88,6667 mm

X'4 = 0 + (4*27,4342)/(3 * π) = 11,6434 mm

Y'4 = 0 + (4*27,4342)/(3 * π) = 11,6434 mm

X'5 = 21,3131 + 10/2 = 26,3131 mm

Y'5 = 92 - 10/2 = 87 mm

AddedRegionsCenters

X'6 = 58,6816 + (4*73,3184)/(3 * π) = 89,7989 mm

Y'6 = 73,3184 - (4*73,3184)/(3 * π) = 42,2011 mm

CenterOfGravity

(A0*X0 - ( + A1*X1 + A2*X2 + A3*X3 + A4*X4 + A5*X5 + A6*X6))/A= X = 66,8411 mm

(A0*Y0 - ( + A1*Y1 + A2*Y2 + A3*Y3 + A4*Y4 + A5*Y5 + A6*Y6))/A= Y = 373,671 mm

Second moment of area

Ix = 5414553,099256077 mm⁴

Iy = 10001677,877654511 mm⁴

Ixy = 1373840,5781333325 mm⁴

Neutral Axis

X_0 = 96,85211763072012 mm

Y_0 = -325,23900001323926 mm

Mechanical stress

Min = -19,129409943814757 MPa

Max = 132,9561865551605 MPa

Norm = 51,525448796107135 MPa