PDF- -Chapter 5: CHEMICAL STORAGE - Lehman College - Calculation Chemical Storage (Steel)

# GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA

#### CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

- 07503

• : CALCULATION

• : ARZEW,

25-Sep-07

DESCRIPTION

Check'd

# ALGERIA Page

### CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION GENERAL 1

• 1 SCOPE This calculation sheet is purposed to perform preliminary calculation of Administration Building and foundation for Gassi Touil LNG Project
• 2 CODES AND STANDARD 1

Uniform Building Code,

### UBC 1997 American Society of Civil Engineers,

• -98 American Welding Society American Institute of Steel Construction American Society for Testing and Materials
• 3 REFERENCES 1
• 9-8D-6379 9-4D-6379 9-15D-63

C15-1F-6379 9-12D-6379

Specification for Structural Design Specification for Design Requirments for Wind Loads Specification for Design Requirements for Eartquake Loads for LNG Facilities Fabricated Reinforcing Steel Basis Foundation Design

• 4 DESIGN BASIS 1
• 1 Material A
• - Steel shapes ASTM A36 or JIS G3101 SS 400 Fy = 235 MPa min

yield strength Fu = 400 MPa min

• tensile strength
• - High strength bolt ASTM A325M Fvb = 1470 kg/cm2 Ftb = 3090 kg/cm2 B

# Concrete

• - Concrete Item

Concrete Class Class C

Design strength 300 kg/cm2 (30 Mpa) Cement Type V (ASTM C150) Max

size of coarse 1 1/4 inches (30 mm) max

• water cement ra0
• 45 slump max 100 mm _______________________________________________________________________________________ _ GTG SHELTER

# GASSI TOUIL LNG PROJECT ARZEW,

### ALGERIA Page

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION slump min 75 mm

• - Reinforcement ASTM A615,
• fy = 4200 kg/cm2 1

• 9-8D-6379 for equipment erection,
• provided by static group

# Live and Wind Load shall be refered to project documents mentioned in section 2 1

• machinery,

This structure is not fire-proofed (as per Fire Proofing Zone info from HSE group) Th Table-1 Dead Loads of Major Materials Material Reinforced Concrete Plain Concrete Structural Steel Soil Grating Electrical & Instrument

4 ton/m3 2

3 ton/m3 7

• 85 ton/m3 1
• 8 ton/m3 50 kg/m2 80 kg/m2
• (assumed)

• - Structure Selfweight Dead Load of structure will be calculated by computer itself (Staad3 program) with "Selfweigth Y-1" command

### Roof Load Roof Load system will be transfer at rafter as uniform load Space of purlin @ = 1

• - Purlin LC-125x50x20x2
• 51 kg/m Rafter space @ = 8
• 0 m Rafter Length = 8
• 0 m No of purlin = 8 q1= 29 kg/m
• - Sagrod Ø 16 mm = 1
• 58 kg/m Sagrodspace @ = 4

0 m q2= 3

• - Metal Sheet roofing thk = 0
• 50 mm q3= 31
• 4 kg/m _______________________________________________________________________________________ _ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

### ALGERIA Page

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION Total DL from roof,

• q area = b

## Siding Load Space of purlin @ = 1

• - Purlin LC-125x50x20x2
• 3 G= Column space @ = High of wall = No of purlin = q1= 39
• - Sagrod Ø 12 mm = 0

9 q2= 1

Metal sheet siding thk = 0

5 q 3 = 31

• 4 Total DL from siding,
• q area = 72

51 kg/m 8

• 0 m 4 kg/m kg/m

Spasi Sagrod @ = kg/m mm kg/m kg/m

#### Live Load (LL) Minimmum roof live load for calculation Live Load On Rafter multiply by 8 m

• 20 psf (UBC 1997,

### Table 16-C) 100 kg/m2 = 100 x 8 = 800 kg/m'

and P(T) } This load is neglected

# Wind Load (W) Wind load be calculated in accordance with the formula as given in ASCE 7-98,

in general : Basic wind speed (V) = 33 m/s (from Meteorological Climate Summary) Exposure Category = Exposure C (from section 6

• 1 of ASCE 7-98 for open terrain with scattered obstructions having heights generally less than 9
• 1m) Classification of Buildings = III (from table 1
• 1 of ASCE 7-98) Importance Factor (I) = 1
• 15 (from Table 6-1 of ASCE 7-98 for hurricane prone regions with V>100mph & category III) Gust Factor (G) = 0
• 85 (from section 6
• 8 of ASCE 7-98 for rigid structure) The wind force shall be calculated using this formula : F = q x G x Cf x Af (N) (from eq
• 6-20 of ASCE 7-98) where,
• 613 x Kz x Kzt x K(N/m x I 2x) V2 (from eq
• 6-13 of ASCE 7-98) d'_______________________________________________________________________________________ _ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA Page

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION q = qz for windward walls evaluated at height z above the ground

• q = qh for leeward walls,
• side walls,
• & roofs,
• evaluated at height h

Kz = velocity pressure exposure coefficient (from table 6

• 5 of ASCE 7-98 for exposure C) Kzt = the topographic factor (from eq
• 6-1 of ASCE 7-98) Kd = wind directionality factor (from table 6
• 6 of ASCE 7-98 for buildings,

main wind force resisting system) Table of velocity pressure at Y height above ground Kz Kzt Kd Height I V2 (m) (m/s)2 0 ~ 4

85 1089 4

85 1089 6

85 1089 0

85 1089 9

85 1089 12

85 1089 15

2 ~ 18 1

• 85 1089 18 ~ 21

85 1089 21

• 85 1089 Parameters : L= B=

16 m 48 m

• qh (N/m2) 554

656 587

283 613

385 639

486 678

638 711

265 737

367 763

468 789

• (kg/m2) 56
• 4 m h= o 15 = Internal Coefficient,

so that : L/B h/L Horizontal distance from windward edge =

• (0 ~ 1) (>= 1)

## External Pressure Coefficient ,

Cp Table of Wall Pressure Coefficient,

0~1 2 =>4

# All values

so that got Cp for wall is : _______________________________________________________________________________________ _ GTG SHELTER

## CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION Cp,ww = 0

• 8 = wall pressure coefficient for windward Cp,lw =
• 5 = wall pressure coefficient for leeward Cp,sw =
• 7 = wall pressure coefficient for sidewall Table of Roof Pressure Coefficient,

### Cp for Use with qh Wind Direction

Normal to ridge for  >= 10o

Normal to ridge for  < 10o and parallel to ridge for all 

0 to h/2

Leeward Angle  (o) 10 15 >=20

9 sq m)

• respectively

# Linier interpolation is permitted for values of L/B,

• &  other than show

# Where two values of Cp are listed,

this indicates that the windward roof slope is subjected to either positive or negative pressures and the roof structure shall be designed for both conditions

Notation : = height above ground (m) z mean roof height,

except that eave height shall be used for  < 10o (m) = h qz,

• qh = velocity pressure,

evaluated at respective height (kg/m2) = gust effect factor G = horizontal dimension of building,

measured normal to wind direction (m) B = horizontal dimension of building,

measured parallel to wind direction (m) L' Cp,wr = Cp,lr =

angle of plane of roof from horizontal ( o ) 1

• 3 = roof pressure coefficient for windward
• 7 = roof pressure coefficient for leeward

_______________________________________________________________________________________ _ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

# Total wind pressure acting on gable hip roof is : L'= distance between purlin A

Wind Acting Roof in X-Direction qh = For h = 4

• so that : 56
• 5 kg/m2 Gh = 1
• 32 *Frame Line 2 & 3 L1 = 8 m *Windward UNI Y

776 ton/m

418 ton/m

388 ton/m

209 ton/m

477 ton/m

298 ton/m

209 ton/m

239 ton/m

149 ton/m

105 ton/m

*Leeward UNI Y 0

*Frame Line 1 & 7

## *Windward UNI Y

• 388 *Leeward UNI Y 0

Wind Acting Wall in X-Direction

• - Acting on Siding L'= distance between columns qz = For z = 4 m,

so that : Gz = *Frame Line2 & 3 L1 =

5 kg/m2 1

*Windward UNI GX 0

• 477 *Leeward UNI GX 0
• 298 *Side wall UNI GZ 0

*Frame Line1 & 7

# *Windward UNI GX 0

• 239 *Leeward UNI GX
• 149 *Side wall UNI GZ 0

## Wind Acting Wall in Z-Direction

• - Acting on Siding L'= distance between columns qz = For z = 4 m,

so that : Gz = *Frame LineA & B L1 =

50 kg/m2 1

_______________________________________________________________________________________ _ GTG SHELTER

ALGERIA Page

### CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION *Windward UNI GZ 0

239 ton/m

149 ton/m

105 ton/m

119 ton/m

075 ton/m

052 ton/m

*Leeward UNI GZ 0

• 149 *Side wall UNI GX 0

#### *Frame Line A (side)

*Windward UNI GZ 0

• 119 *Leeward UNI GZ
• 075 *Side wall UNI GX 0
• 4 Concept of Calculation a

The calculation will be designed as structural space based on assumption : Transversal direction (againstframe with moment connection Longitudinal direction (againsframe with pin connection b

Connection Connection between column base plate and pedestal is designed as pinned in both direction

The structure will be analyzed with STAAD PRO structural analysis computer programming and as space frame analysis

#### FRAMING ELEVATION AND DETAIL 3D-VIEW LAY OUT

_______________________________________________________________________________________ _ GTG SHELTER

# CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

_______________________________________________________________________________________ _ GTG SHELTER

ALGERIA

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### SUPPORT REACTION 5

Joint 1

LC 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130

### Support Reaction FX FY FZ MX MY MZ (TON) (TON) (TON) (T

449 0 0

034 0 0

322 0 0

449 0 0

576 0 0

53 0 0 0

58 0 0 2

253 0 2

13 0 0 2

58 0 0 0

58 0 0 0

253 0 0

253 0 0

505 0 2

449 0 0

• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

________________________________________________________________________________________ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA

22 of 38

### CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

• 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131

401 0 0

632 0 0

401 0 0

055 0 0

346 0 0

401 0 0

456 0 0

632 0 0

336 0 4

808 0 3

311 0 4

808 0 3

505 0 4

112 0 0

• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

________________________________________________________________________________________ GTG SHELTER

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### CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

• 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131
• 0 0 0 0 0 0 0 0 0 0

001 0 0

• 001 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

________________________________________________________________________________________ GTG SHELTER

### ALGERIA

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CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

• 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131

26 0 0 0

268 0 1

755 0 0

• 755 0 0 0 0

268 0 1

755 0 0

• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

________________________________________________________________________________________ GTG SHELTER

# GASSI TOUIL LNG PROJECT ARZEW,

## ALGERIA

25 of 38

### CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

• 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131
• 26 0 0 0 0 0 0

001 0 0

• 001 0 0 0 0 0 0 0 0 0 0 0

001 0 0

• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

________________________________________________________________________________________ GTG SHELTER

### ALGERIA

26 of 38

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

• 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131

103 0 0

808 0 0

449 0 0

034 0 0

322 0 0

449 0 0

576 0 0

53 0 0 0

58 0 0 2

253 0 2

13 0 0 2

58 0 0 0

58 0 0 0

253 0 0

253 0 0

378 0 2

449 0 0

• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

________________________________________________________________________________________ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA

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CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

• 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 0 0 0
• 632 0 0 0 0 0 0

14 0 0 0

• 33 0 0 0 0 0 0

33 0 0 0

• 33 0 0 0 0 0 0

33 0 0 0 0

• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

STEEL TAKE OFF

ST UC 203X203X46 219

________________________________________________________________________________________ GTG SHELTER

# ALGERIA

28 of 38

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION ST UB 610X305X14 119

## T UC3 05X305X97 45

• 25 ST Dia 19 mm 90

________________________________________________________________________________________ GTG SHELTER

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GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION 4

DESIGN COCRETE STRUCTURE 4

DEFLECTION CHECK Calculation of deflection is based on STAAD 3 output and actual deflection is obtained from : for beam :

# D = D'=

• for column :

### D = D'=

• max displ
• (cm) Y-trans
• max displ
• (cm) or [(X-trans
• )^2 + (Z-trans
• 1 Check Column Deflection

### Joint displacement maximum,

(See Attach- 2) JOINT

• ∆ allow = H / 200

X-Trans

Y-Trans

•  Global

## Z-Trans

### Global ∆ (cm) 0

• 2 Check Beam Deflection

Actual Joint displacement maximum,

(See Attach-2) a

Longitudinal Beam Y < Y

• - displ allow = L'/ 240 MEMBER

Length (L) cm

• max actual displ (cm)

Y-displ allw

# Tranversal Beam Y < Y

• - displ allow = L'/ 240 MEMBER

Length (L) cm

• max actual displ (cm)

Y-displ allw

_______________________________________________________________________________________ _ GTG SHELTER

### Bf = Lf =

BOF El = Hf = Hs = Hp =

• m m m m

## Foundation Weight W ftg = 7

• 50 ton W ped = 0
• 81 ton W soil =

## Resistant Moment Zx = 1/6 Bf Lf2

• (f-p)/2 4*hf 0

00 OK 1

ZZ = 1/6 Lf Bf2

Wfdn = 17

Soil Pressure Check S+ = FY' / (Bf x Lf) + MX' / Zx + MZ' / Zz

• to be checked against :

### Soil Bearing Capacity =

• 17 t/m2 (permanent load condition)

with FY' = FY + W fdn FX' = FX

Soil Bearing Capacity =

• 67 t/m2 (temporary load condition)

FZ' = FZ Foundation Stability Check SFsld = 0

5FY'/(FX'2+FZ'2)0

• --> Minimum value of SFsliding =
• 5 SFOT-X = 0

### 5Lf FY' / { (BOF+0

2) FZ' }

• --> Minimum value of SFoverturning = =

SFOT-Z = 0

## 5Bf FY' / { (BOF+0

2) FX' }

• --> Minimum value of SFoverturning =

### SUPPORT REACTION FROM STAAD PRO (MTON) FX FY FZ MX MY MZ

FORCES AT BOTTOM OF FOOTING (MTON) Soil Press

(t/m2) SFsld FX' FY' FZ' MX' MZ' S+ S-

SFOTX SFOTZ Check

9783 61

7986 19

01586 75

46425 78

06827 53

1165 61

2791 44

4341 39

3647 20

46423 18

2033 19

0477 93

3509 19

13989 66

5373 24

9007 21

9783 61

7986 19

12619 66

06827 53

4341 39

3647 20

1165 61

2791 44

46423 18

2033 19

88253 49

0477 93

3509 19

1025 82

2397 17

5373 24

9007 21

88253 28

02297 16

73864 12

4629 19

73864 12

4629 19

89866 20

6496 18

83261 20

9093 22

88253 28

02297 16

73864 12

4629 19

73864 12

4629 19

89866 20

6496 18

• ~ ~ ~ ~ ~
• ~ ~ ~ ~

134 135

83261 20

9093 22

9783 61

7986 19

01586 75

88918 34

46425 78

11207 23

1165 61

2791 44

46423 18

2033 19

4341 39

3647 20

62989 26

4135 18

13989 66

7643 132

CONCRETE FOUNDATION DESIGN CHEMICAL STORAGE SHELTER (STEEL) Foundation Design F2

#### Bf = Lf =

BOF El = Hf = Hs = Hp =

• m m m m

Foundation Weight W ftg = 1

• 73 ton W ped = 0

Resistant Moment Zx = 1/6 Bf Lf2

• (f-p)/2 4*hf 0

00 OK 0

## W soil =

Soil Pressure Check S+ = FY' / (Bf x Lf) + MX' / Zx + MZ' / Zz

• to be checked against :

S- = FY' / (Bf x Lf) + MX' / Zx + MZ' / Zz

### Soil Bearing Capacity =

• 17 t/m2 (permanent load condition)

with FY' = FY + W fdn FX' = FX

### Soil Bearing Capacity =

• 67 t/m2 (temporary load condition)

FZ' = FZ Foundation Stability Check SFsld = 0

5FY'/(FX'2+FZ'2)0

• --> Minimum value of SFsliding =
• 5 SFOT-X = 0

5Lf FY' / { (BOF+0

2) FZ' }

• --> Minimum value of SFoverturning = =

### (Erection) (Operating&Test)

(Erection) (Operating&Test)

# SFOT-Z = 0

5Bf FY' / { (BOF+0

2) FX' }

• --> Minimum value of SFoverturning =

SUPPORT REACTION FROM STAAD PRO (MTON) FX FY FZ MX MY MZ

#### FORCES AT BOTTOM OF FOOTING (MTON) Soil Press

(t/m2) SFsld FX' FY' FZ' MX' MZ' S+ S-

SFOTX SFOTZ Check

7225 10

3744 12

81182 9

42375 6

99024 8

26313 17

45625 21

3322 10

4155 20

64059 4

• ok ngga ok

52475 3

55149 3

7225 10

3744 12

38202 8

06813 7

99024 8

26313 17

25664 8

73563 8

45625 21

59377 5

69744 208

4333 10

5222 20

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