Challenge

Roof Design

1. Front roof

2. Center row

3 . Bow row 1

4. Bow row 2

5 . Roof frame

6 . Roof assembly

CALCULATION

Bow roof prediction calculatuion


ROOF RAILS

I

Rx(mm)

Ry(mm)

L(mm)

t (mm)

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

W

Result

FR-BOW1

526.590

5686.72

3048.34

2029.26

0.75

3969.07

1.79

PASS

BOW1-CRR

380.866

4715.67

7226.37

2029.26

0.75

5707.09

2.05

PASS

CRR-BOW2

330.125

3893.67

11007.74

2029.26

0.75

5752.54

2.01

PASS

BOW2-RR

363.95

3273.95

14622.65

2029.26

0.75

5350.04

1.93

PASS

Snow load perdicton calculation

ROOF RAILS

Iy

Rx(mm)

Ry(mm)

Lx(mm)

Ly(mm)

L1(mm)

L2(mm)

t(mm)

s

My

α

Y

[(Rx + Ry)/2]2

Qr

Result

FR-BOW1

1.84x103

4253.56

3057.73

1127.17

1976.18

618.29

458.31

0.75

538.2

839569.80

1.0666

618.29

13363740.36

13.49

PASS

BOW1-CRR

2.413X103

3847.41

7198.75

1078.37

1976.18

485.31

407.29

0.75

432.79

968487.82

1.126

1076.60

30504412.69

9.13

PASS

CRR-BOW2

1.85X103

4308.44

11611.53

1056.43

1976.18

407.29

492.29

0.75

449.78

730504.20

0.815

1483.89

63361361.2

4.48

PASS

Draft analysis of parts

1 rear row

2. front row

3 . Center row

4 . bow row 1

5 . Bow row 2

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