Challenge

Roof Design

Roof:

Front Roof Rail:

Real Roof Rail:

Bow Roof Rail 1:

Center Roof Rail:

Bow Roof Rail 2:

Assembly:

Calculation Part:

Bow–Roof Prediction Formula

W = [1.73 x 10^(-3) x L] + [1.85 x 10^(-8) x (R^2)/t] + [ 1.10x10^(-3) x l] - 2.68

Where,

L = Roof Length in X-Direction[mm](Roof dimension in 0-Y)

R = Roof curvature

R = 2(Rx*Ry)/(Rx+Ry)

Rx = X curvature

Ry = Y curvature

t = Roof plate thickness [mm]

l = Bow Roof Span [mm]

Judgment Condition

OK< 2.7

Result:

Case Rx Ry R L t l W Status
FRR-BRR1 5730.71 2668.02 3640.94307 2117.89 0.75 387.7 1.74 OK
BRR1-CRR 8179.94 5775.02 6770.254748 2117.89 0.75 318.59 2.46 OK
CRR-BRR2 4176.83 21754.78 7008.127744 2117.89 0.75 406.56 2.64 OK
BRR2-RRR 2691.38 14007.52 4515.214676 2117.89 0.75 464.36 1.99 OK

Snow Load Prediction Formula

Qr = [Iy x t2] / [α x s x [(Rx + Ry)/2]2 x 10-8]

Note: The Qr value given over here is correct. There was a typo error in the formula given in the video.

Where,

α = My x Lx2 x 10-12 , My = Y(Ly-Y)

t = Roof plate thickness [mm]

Ly = Distance between the front and rear roof Rails on the Vehicle along with 0Y[mm]

Length of Roof panel with the center point between Roof rail Front /Rear as the front and rear reference point.

Lx = Distance between the Left and Right end of the roof on the Roof BOW [mm]

The width of the roof panel is exposed on the surface.

Y = Distance front Front Roof Rail to Roof BOW[mm]

s = Distance for which Roof BOW bears divided load [mm]

s = L1/2 + L2/2

Iy = Geometrical moment of inertia of Roof BOW (Y cross-section )[mm4]

Rx = Lateral direction curvature radius of roof panel Y cross-section on Roof BOW [mm]

Roof panel curvature Radius of the Length Lx in Front view

Ry = Longitudinal Direction curvature radius of the Roof panel X cross-section on Roof BOW [mm]

Roof panel X curvature radius of length s in Side view

Judgment condition

Qr ≥ 3.1

250 ≤ s ≤ 380

Case Rx Ry t Ly L1 L2 S(L1/2 + L2/2) Ly Lx Y Iy My=Y(Ly-Y) α = My x Lx2 x 10-12 Qr = [Iy x t2] / [α x s x [(Rx + Ry)/2]2 x 10-8] Status
FRR-BRR1 4453.95 2712.1 0.75 2117.89 475.03 875.28 675.155 475.03 1153.96 530.06 47.63 793836.4 1.05709135 523.8503846 Ok
BRR1-CRR 3753.25 5674.86 0.75 2117.89 400.24 1682.63 1041.435 400.24 1121.78 400.31 115.42 651577.4 0.819938724 806.4276106 Ok
CRR-BRR2 4165.03 9885.84 0.75 2117.89 487.36 1087.45 787.405 487.36 1098.92 354.55 96.09 593300.7 0.716484857 681.855457 Ok
BRR2-RRR 4132.99 15587.62 0.75 2117.89
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