tank design determination

22
ROC Criteria Shell Height (m) Diameter (m) Matetial Yield Strength (Mpa) # of courses Course 1 Thickness (mm) Width (mm) Course 2 Thickness (mm) Width (mm) Course 3 Thickness (mm) Width (mm) Course 4 Thickness (mm) Width (mm) Course 5 Thickness (mm) Width (mm) Course 6 Thickness (mm) Width (mm) Course 7 Thickness (mm) Width (mm) Bottom Plate Nominal Thickness (mm) Annular Plate Nominal Thickness (mm) Roof Plate Type Nominal Thickness (mm) Roof Structure Type Roof Angle Ratio

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determination of tank design from bs2654 or api 650

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Page 1: Tank Design Determination

ROCHE BOIS TANK 8Criteria Actual Value

Shell

Height (m) 12.97Diameter (m) 17.00

Matetial Carbon SteelYield Strength (Mpa) 235

# of courses 7

Course 1Thickness (mm) Unknown

Width (mm) 1720

Course 2Thickness (mm) Unknown

Width (mm) 1830

Course 3Thickness (mm) Unknown

Width (mm) 1830

Course 4Thickness (mm) Unknown

Width (mm) 1830

Course 5Thickness (mm) Unknown

Width (mm) 1830

Course 6Thickness (mm) Unknown

Width (mm) 1860

Course 7Thickness (mm) Unknown

Width (mm) 1800Bottom Plate Nominal Thickness (mm) 6Annular Plate Nominal Thickness (mm) 10

Roof Plate

Type

Nominal Thickness (mm) 5

Roof Structure Type

Roof Angle Ratio

E4
Source: Scanning (Cloud)
E5
Source: Scanning (Cloud)
E6
Source: Applus Report
E7
Source: Applus Report
E8
Source: Applus Report
Page 2: Tank Design Determination

ROCHE BOIS TANK 8API 650 Standard Tanks BS 265412.97 12.97 12.9717.00 17.00 17.00

Carbon Steel Carbon Steel Carbon Steel235 235 235

7 7 77.32 8.7 8.39617659571800 1800 Unknown6.5 7.44 7.439112766

1800 1800 Unknown6 6.19 6.4820489362

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6

1800 1829 (6 ft) Unknown6 66 10

5

1:10 1:05

4.8 (rectangular)4.8 (radial)6 (annular)

Self supporting cone with internal roof

framing

G10
Standard Tanks 05.01.01 (b)
G12
Standard Tanks 05.01.01 (b)
G14
Standard Tanks 05.01.01 (b)
G16
Standard Tanks 05.01.01 (b)
G18
Standard Tanks 05.01.01 (b)
G20
Standard Tanks 05.01.01 (b)
G22
Standard Tanks 05.01.01 (b)
G27
Standard Tanks 05.02.01 (b)
G28
Standard Tanks 05.02.01 (b)
G30
Standard Tanks 05.01.02 05.01.03 05.01.04
G31
Standard Tanks 01.00.02 (c)
G32
Standard Tanks 05.04.04
Page 3: Tank Design Determination

ROCHE BOIS TANK 1Criteria Actual Value

Shell

Height (m) 10.60Diameter (m) 28.00

Matetial Carbon SteelYield Strength (Mpa) 235

# of courses 6

Course 1Thickness (mm) 11.3

Width (mm) 1400

Course 2Thickness (mm) 9.3

Width (mm) 1800

Course 3Thickness (mm) 8

Width (mm) 1800

Course 4Thickness (mm) 5.7

Width (mm) 1800

Course 5Thickness (mm) 5.5

Width (mm) 1800

Course 6Thickness (mm) 5.7

Width (mm) 1800Bottom Plate Nominal Thickness (mm) 6.35Annular Plate Nominal Thickness (mm) 10

Roof Plate

Type

Nominal Thickness (mm)

Roof Structure Type

Roof Angle Ratio

6.0 (edge)5.0 (center)

E4
Source: Scanning (Cloud)
E5
Source: Scanning (Cloud)
E6
Source: Applus Report
E7
Source: Applus Report
E8
Source: Applus Report
Page 4: Tank Design Determination

ROCHE BOIS TANK 1API 650 Standard Tanks BS 265410.60 10.60 10.6028.00 28.00 28.00

Carbon Steel Carbon Steel Carbon Steel235 235 235

6 6 610.22 11.7 10.7828936171800 1829 (6 ft) Unknown8.69 9.73 9.20655319151800 1829 (6 ft) Unknown7.17 7.76 7.6302127661800 1829 (6 ft) Unknown

6 6 6.05387234041800 1829 (6 ft) Unknown

6 6 61800 1829 (6 ft) Unknown

6 6 61800 1829 (6 ft) Unknown

6 66 10

5 5

1:10 1:05

4.8 (rectangular)4.8 (radial)6 (annular)

Self supporting cone with internal roof

framing

G10
Standard Tanks 05.01.01 (b)
G12
Standard Tanks 05.01.01 (b)
G14
Standard Tanks 05.01.01 (b)
G16
Standard Tanks 05.01.01 (b)
G18
Standard Tanks 05.01.01 (b)
G20
Standard Tanks 05.01.01 (b)
G27
Standard Tanks 05.02.01 (b)
G28
Standard Tanks 05.02.01 (b)
G30
Standard Tanks 05.01.02 05.01.03 05.01.04
G31
Standard Tanks 01.00.02 (c)
G32
Standard Tanks 05.04.04
Page 5: Tank Design Determination

ROCHE BOIS TANK 2Criteria Actual Value

Shell

Height (m) 10.00Diameter (m) 24.00

Matetial Carbon SteelYield Strength (Mpa) 235

# of courses 6

Course 1Thickness (mm) 9.4

Width (mm) 1800

Course 2Thickness (mm) 8.5

Width (mm) 1600

Course 3Thickness (mm) 6.4

Width (mm) 1800

Course 4Thickness (mm) 5.5

Width (mm) 1600

Course 5Thickness (mm) 5.2

Width (mm) 1800

Course 6Thickness (mm) 5.3

Width (mm) 1600Bottom Plate Nominal Thickness (mm) 6.4Annular Plate Nominal Thickness (mm) 10.4

Roof Plate

Type

Nominal Thickness (mm) 4.8

Roof Structure Type

Roof Angle Ratio

E4
Source: Scanning (Cloud)
E5
Source: Scanning (Cloud)
E6
Source: Applus Report
E7
Source: Applus Report
E8
Source: Applus Report
Page 6: Tank Design Determination

ROCHE BOIS TANK 2API 650 Standard Tanks BS 265410.00 10.00 10.0024.00 24.00 24.00

Carbon Steel Carbon Steel Carbon Steel235 235 235

6 6 67.79 9.75 9.00638297871800 1829 (6 ft) Unknown6.63 8.11 7.65523404261800 1829 (6 ft) Unknown

6 6.47 6.30408510641800 1829 (6 ft) Unknown

6 6 61800 1829 (6 ft) Unknown

6 6 61800 1829 (6 ft) Unknown

6 6 61000 1829 (6 ft) Unknown

6 66 10

5

1:10 1:05

4.8 (rectangular)4.8 (radial)6 (annular)

Self supporting cone with internal roof

framing

G10
Standard Tanks 05.01.01 (b)
G12
Standard Tanks 05.01.01 (b)
G14
Standard Tanks 05.01.01 (b)
G16
Standard Tanks 05.01.01 (b)
G18
Standard Tanks 05.01.01 (b)
G20
Standard Tanks 05.01.01 (b)
G27
Standard Tanks 05.02.01 (b)
G28
Standard Tanks 05.02.01 (b)
G30
Standard Tanks 05.01.02 05.01.03 05.01.04
G31
Standard Tanks 01.00.02 (c)
G32
Standard Tanks 05.04.04
Page 7: Tank Design Determination

ROCHE BOIS TANK 3Criteria Actual Value

Shell

Height (m) 8.88Diameter (m) 16.00

Matetial Carbon SteelYield Strength (Mpa) 235

# of courses 5

Course 1Thickness (mm) 5.9

Width (mm) 1400

Course 2Thickness (mm) 5.7

Width (mm) 1800

Course 3Thickness (mm) 5.5

Width (mm) 1800

Course 4Thickness (mm) 5.5

Width (mm) 1800

Course 5Thickness (mm) 6

Width (mm) 1800Bottom Plate Nominal Thickness (mm) 6.35Annular Plate Nominal Thickness (mm) 10

Roof Plate

Type

Nominal Thickness (mm) 5

Roof Structure Type

Roof Angle Ratio

E4
Source: Scanning (Cloud)
E5
Source: Scanning (Cloud)
E6
Source: Applus Report
E7
Source: Applus Report
E8
Source: Applus Report
Page 8: Tank Design Determination

ROCHE BOIS TANK 3API 650 Standard Tanks BS 2654

8.88 8.88 8.8816.00 16.00 16.00

Carbon Steel Carbon Steel Carbon Steel235 235 235

5 5 66 6 6

1400 1829 (6 ft) Unknown6 6 6

1800 1829 (6 ft) Unknown6 6 6

1800 1829 (6 ft) Unknown6 6 6

1800 1829 (6 ft) Unknown6 6 6

1800 1829 (6 ft) Unknown6 66 10

5

1:10 1:05

4.8 (rectangular)4.8 (radial)6 (annular)

Self supporting cone with internal roof

framing

G10
Standard Tanks 05.01.01 (b)
G12
Standard Tanks 05.01.01 (b)
G14
Standard Tanks 05.01.01 (b)
G16
Standard Tanks 05.01.01 (b)
G18
Standard Tanks 05.01.01 (b)
G27
Standard Tanks 05.02.01 (b)
G28
Standard Tanks 05.02.01 (b)
G30
Standard Tanks 05.01.02 05.01.03 05.01.04
G31
Standard Tanks 01.00.02 (c)
G32
Standard Tanks 05.04.04
Page 9: Tank Design Determination

ROCHE BOIS TANK 4Criteria Actual Value

Shell

Height (m) 8.99Diameter (m) 12.20

Matetial Carbon SteelYield Strength (Mpa) 235

# of courses 6

Course 1Thickness (mm) Unknown

Width (mm) 1300

Course 2Thickness (mm) Unknown

Width (mm) 1500

Course 3Thickness (mm) Unknown

Width (mm) 1500

Course 4Thickness (mm) Unknown

Width (mm) 1500

Course 5Thickness (mm) Unknown

Width (mm) 1500

Course 6Thickness (mm) Unknown

Width (mm) 1460Bottom Plate Nominal Thickness (mm) 6Annular Plate Nominal Thickness (mm) 10

Roof Plate

Type

Nominal Thickness (mm) 5

Roof Structure Type

Roof Angle Ratio

E4
Source: Scanning (Cloud)
E5
Source: Scanning (Cloud)
E6
Source: Applus Report
E7
Source: Applus Report
E8
Source: Applus Report
Page 10: Tank Design Determination

ROCHE BOIS TANK 4API 650 Standard Tanks BS 2654

8.99 8.99 8.9912.20 12.20 12.20

Carbon Steel Carbon Steel Carbon Steel235 235 235

6 6 66 6 6

1400 1524 Unknown6 6 6

1800 1524 Unknown6 6 6

1800 1524 Unknown6 6 6

1800 1524 Unknown6 6 6

1800 1524 Unknown6 6 6

1000 1524 Unknown6 66 10

5

1:10 1:05

4.8 (rectangular)4.8 (radial)6 (annular)

Self supporting cone with internal roof

framing

G10
Standard Tanks 05.01.01 (b)
G12
Standard Tanks 05.01.01 (b)
G14
Standard Tanks 05.01.01 (b)
G16
Standard Tanks 05.01.01 (b)
G18
Standard Tanks 05.01.01 (b)
G20
Standard Tanks 05.01.01 (b)
G27
Standard Tanks 05.02.01 (b)
G28
Standard Tanks 05.02.01 (b)
G30
Standard Tanks 05.01.02 05.01.03 05.01.04
G31
Standard Tanks 01.00.02 (c)
G32
Standard Tanks 05.04.04
Page 11: Tank Design Determination

ROCHE BOIS TANK 5Criteria Actual Value

Shell

Height (m) 10.42Diameter (m) 16.00

Matetial Carbon SteelYield Strength (Mpa) 235

# of courses 6

Course 1Thickness (mm) 6.8

Width (mm) 1800

Course 2Thickness (mm) 5.9

Width (mm) 1600

Course 3Thickness (mm) 6

Width (mm) 1800

Course 4Thickness (mm) 5.9

Width (mm) 1600

Course 5Thickness (mm) 6.6

Width (mm) 1800

Course 6Thickness (mm) 6.3

Width (mm) 1600Bottom Plate Nominal Thickness (mm) 6.4Annular Plate Nominal Thickness (mm) 10.4

Roof Plate

Type

Nominal Thickness (mm) 4.8

Roof Structure Type

Roof Angle Ratio

E4
Source: Scanning (Cloud)
E5
Source: Scanning (Cloud)
E6
Source: Applus Report
E7
Source: Applus Report
E8
Source: Applus Report
Page 12: Tank Design Determination

ROCHE BOIS TANK 5API 650 Standard Tanks BS 265410.42 10.42 10.4216.00 16.00 16.00

Carbon Steel Carbon Steel Carbon Steel235 235 235

6 6 66 7.44 6.7144340426

1800 1800 Unknown6 6.19 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1000 1800 Unknown6 66 10

5

1:10 1:05

4.8 (rectangular)4.8 (radial)6 (annular)

Self supporting cone with internal roof

framing

G27
Standard Tanks 05.02.01 (b)
G28
Standard Tanks 05.02.01 (b)
G30
Standard Tanks 05.01.02 05.01.03 05.01.04
G31
Standard Tanks 01.00.02 (c)
G32
Standard Tanks 05.04.04
Page 13: Tank Design Determination

ROCHE BOIS TANK 6Criteria Actual Value

Shell

Height (m) 10.88Diameter (m) 24.40

Matetial Carbon SteelYield Strength (Mpa) 235

# of courses 6

Course 1Thickness (mm) 15.3

Width (mm) 1800

Course 2Thickness (mm) 12.4

Width (mm) 1800

Course 3Thickness (mm) 12.4

Width (mm) 1800

Course 4Thickness (mm) 12.5

Width (mm) 1800

Course 5Thickness (mm) 8.7

Width (mm) 1800

Course 6Thickness (mm) 7.8

Width (mm) 1800Bottom Plate Nominal Thickness (mm) 6.3Annular Plate Nominal Thickness (mm) 10

Roof Plate

Type

Nominal Thickness (mm) 5

Roof Structure Type

Roof Angle Ratio

E4
Source: Scanning (Cloud)
E5
Source: Scanning (Cloud)
E6
Source: Applus Report
E7
Source: Applus Report
E8
Source: Applus Report
Page 14: Tank Design Determination

ROCHE BOIS TANK 6API 650 Standard Tanks BS 265410.88 10.88 10.8824.40 24.40 24.40

Carbon Steel Carbon Steel Carbon Steel235 235 235

6 6 610.65 10.63 9.80306042551800 1800 Unknown9.09 8.85 8.42939234041800 1800 Unknown7.54 7.06 7.05572425531800 1800 Unknown

6 6 61800 1800 Unknown

6 6 61800 1800 Unknown

6 6 61000 1800 Unknown

6 66 10

5

1:10 1:05

4.8 (rectangular)4.8 (radial)6 (annular)

Self supporting cone with internal roof

framing

G10
Standard Tanks 05.01.01 (b)
G12
Standard Tanks 05.01.01 (b)
G14
Standard Tanks 05.01.01 (b)
G16
Standard Tanks 05.01.01 (b)
G18
Standard Tanks 05.01.01 (b)
G20
Standard Tanks 05.01.01 (b)
G27
Standard Tanks 05.02.01 (b)
G28
Standard Tanks 05.02.01 (b)
G30
Standard Tanks 05.01.02 05.01.03 05.01.04
G31
Standard Tanks 01.00.02 (c)
G32
Standard Tanks 05.04.04
Page 15: Tank Design Determination

ROCHE BOIS TANK 7Criteria Actual Value

Shell

Height (m) 10.89Diameter (m) 14.60

Matetial Carbon SteelYield Strength (Mpa) 235

# of courses 6

Course 1Thickness (mm) Unknown

Width (mm) 1630

Course 2Thickness (mm) Unknown

Width (mm) 1830

Course 3Thickness (mm) Unknown

Width (mm) 1830

Course 4Thickness (mm) Unknown

Width (mm) 1830

Course 5Thickness (mm) Unknown

Width (mm) 1830

Course 6Thickness (mm) Unknown

Width (mm) 1860Bottom Plate Nominal Thickness (mm) 6Annular Plate Nominal Thickness (mm) 10

Roof Plate

Type

Nominal Thickness (mm) 5

Roof Structure Type

Roof Angle Ratio

E4
Source: Scanning (Cloud)
E5
Source: Scanning (Cloud)
E6
Source: Applus Report
E7
Source: Applus Report
E8
Source: Applus Report
Page 16: Tank Design Determination

ROCHE BOIS TANK 7API 650 Standard Tanks BS 265410.89 10.89 10.8914.60 14.60 14.60

Carbon Steel Carbon Steel Carbon Steel235 235 235

6 6 66 6.38 6.4727910638

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1000 1800 Unknown6 66 10

5

1:10 1:05

4.8 (rectangular)4.8 (radial)6 (annular)

Self supporting cone with internal roof

framing

G10
Standard Tanks 05.01.01 (b)
G12
Standard Tanks 05.01.01 (b)
G14
Standard Tanks 05.01.01 (b)
G16
Standard Tanks 05.01.01 (b)
G18
Standard Tanks 05.01.01 (b)
G20
Standard Tanks 05.01.01 (b)
G27
Standard Tanks 05.02.01 (b)
G28
Standard Tanks 05.02.01 (b)
G30
Standard Tanks 05.01.02 05.01.03 05.01.04
G31
Standard Tanks 01.00.02 (c)
G32
Standard Tanks 05.04.04
Page 17: Tank Design Determination

ROCHE BOIS TANK 8Criteria Actual Value

Shell

Height (m) 12.97Diameter (m) 17.00

Matetial Carbon SteelYield Strength (Mpa) 235

# of courses 7

Course 1Thickness (mm) Unknown

Width (mm) 1720

Course 2Thickness (mm) Unknown

Width (mm) 1830

Course 3Thickness (mm) Unknown

Width (mm) 1830

Course 4Thickness (mm) Unknown

Width (mm) 1830

Course 5Thickness (mm) Unknown

Width (mm) 1830

Course 6Thickness (mm) Unknown

Width (mm) 1860

Course 7Thickness (mm) Unknown

Width (mm) 1800Bottom Plate Nominal Thickness (mm) 6Annular Plate Nominal Thickness (mm) 10

Roof Plate

Type

Nominal Thickness (mm) 5

Roof Structure Type

Roof Angle Ratio

E4
Source: Scanning (Cloud)
E5
Source: Scanning (Cloud)
E6
Source: Applus Report
E7
Source: Applus Report
E8
Source: Applus Report
Page 18: Tank Design Determination

ROCHE BOIS TANK 8API 650 Standard Tanks BS 265412.97 12.97 12.9717.00 17.00 17.00

Carbon Steel Carbon Steel Carbon Steel235 235 235

7 7 77.32 8.7 8.39617659571800 1800 Unknown6.5 7.44 7.439112766

1800 1800 Unknown6 6 6.4820489362

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6

1800 1829 (6 ft) Unknown6 66 10

5

1:10 1:05

4.8 (rectangular)4.8 (radial)6 (annular)

Self supporting cone with internal roof

framing

G10
Standard Tanks 05.01.01 (b)
G12
Standard Tanks 05.01.01 (b)
G14
Standard Tanks 05.01.01 (b)
G16
Standard Tanks 05.01.01 (b)
G18
Standard Tanks 05.01.01 (b)
G20
Standard Tanks 05.01.01 (b)
G22
Standard Tanks 05.01.01 (b)
G27
Standard Tanks 05.02.01 (b)
G28
Standard Tanks 05.02.01 (b)
G30
Standard Tanks 05.01.02 05.01.03 05.01.04
G31
Standard Tanks 01.00.02 (c)
G32
Standard Tanks 05.04.04
Page 19: Tank Design Determination

ROCHE BOIS TANK 9Criteria Actual Value

Shell

Height (m) 14.39Diameter (m) 16.70

Matetial Carbon SteelYield Strength (Mpa) 235

# of courses 8

Course 1Thickness (mm) 11

Width (mm) 1800

Course 2Thickness (mm) 9.3

Width (mm) 1800

Course 3Thickness (mm) 7.8

Width (mm) 1800

Course 4Thickness (mm) 6.2

Width (mm) 1800

Course 5Thickness (mm) 6.2

Width (mm) 1800

Course 6Thickness (mm) 6.2

Width (mm) 1800

Course 7Thickness (mm) 6.1

Width (mm) 1800

Course 8Thickness (mm) 6.2

Width (mm) 1800Bottom Plate Nominal Thickness (mm) 6.3Annular Plate Nominal Thickness (mm) 10

Roof Plate

Type

Nominal Thickness (mm) 5

Roof Structure Type

Roof Angle Ratio

E4
Source: Scanning (Cloud)
E5
Source: Scanning (Cloud)
E6
Source: Applus Report
E7
Source: Applus Report
E8
Source: Applus Report
Page 20: Tank Design Determination

ROCHE BOIS TANK 9API 650 Standard Tanks BS 265414.39 14.39 14.3916.70 16.70 16.70

Carbon Steel Carbon Steel Carbon Steel235 235 235

8 8 89.84 9.95 9.01617255321800 1800 Unknown8.77 8.7 8.07599808511800 1800 Unknown7.71 7.44 7.1358236171800 1800 Unknown6.64 6.19 6.19564914891800 1800 Unknown

6 6 61800 1800 Unknown

6 6 61800 1800 Unknown

6 6 61800 1800 Unknown

6 6 61800 1800 Unknown

6 66 10

5

1:10 1:05

4.8 (rectangular)4.8 (radial)6 (annular)

Self supporting cone with internal roof

framing

G10
Standard Tanks 05.01.01 (b)
G12
Standard Tanks 05.01.01 (b)
G14
Standard Tanks 05.01.01 (b)
G16
Standard Tanks 05.01.01 (b)
G18
Standard Tanks 05.01.01 (b)
G20
Standard Tanks 05.01.01 (b)
G22
Standard Tanks 05.01.01 (b)
G24
Standard Tanks 05.01.01 (b)
G27
Standard Tanks 05.02.01 (b)
G28
Standard Tanks 05.02.01 (b)
G30
Standard Tanks 05.01.02 05.01.03 05.01.04
G31
Standard Tanks 01.00.02 (c)
G32
Standard Tanks 05.04.04
Page 21: Tank Design Determination

ROCHE BOIS TANK 10Criteria Actual Value

Shell

Height (m) 10.00Diameter (m) 10.67

Matetial Carbon SteelYield Strength (Mpa) 235

# of courses 7

Course 1Thickness (mm) 5.4

Width (mm) 1500

Course 2Thickness (mm) 5.5

Width (mm) 1500

Course 3Thickness (mm) 5.6

Width (mm) 1500

Course 4Thickness (mm) 5.5

Width (mm) 1500

Course 5Thickness (mm) 5.7

Width (mm) 1500

Course 6Thickness (mm) 5.7

Width (mm) 1500

Course 7Thickness (mm) 5.6

Width (mm) 1500Bottom Plate Nominal Thickness (mm) 6.3Annular Plate Nominal Thickness (mm) 10

Roof Plate

Type

Nominal Thickness (mm) 5

Roof Structure Type

Roof Angle Ratio

E4
Source: Scanning (Cloud)
E5
Source: Scanning (Cloud)
E6
Source: Applus Report
E7
Source: Applus Report
E8
Source: Applus Report
Page 22: Tank Design Determination

ROCHE BOIS TANK 10API 650 Standard Tanks BS 265410.00 10.00 10.0010.67 10.67 10.67

Carbon Steel Carbon Steel Carbon Steel235 235 235

7 7 76 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 6 6

1800 1800 Unknown6 66 10

5

1:10 1:05

4.8 (rectangular)4.8 (radial)6 (annular)

Self supporting cone with internal roof

framing

G10
Standard Tanks 05.01.01 (b)
G12
Standard Tanks 05.01.01 (b)
G14
Standard Tanks 05.01.01 (b)
G16
Standard Tanks 05.01.01 (b)
G18
Standard Tanks 05.01.01 (b)
G20
Standard Tanks 05.01.01 (b)
G22
Standard Tanks 05.01.01 (b)
G27
Standard Tanks 05.02.01 (b)
G28
Standard Tanks 05.02.01 (b)
G30
Standard Tanks 05.01.02 05.01.03 05.01.04
G31
Standard Tanks 01.00.02 (c)
G32
Standard Tanks 05.04.04