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

Description

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

- 07503

PROJECT TITLE

LOCATION

ALGERIA

25-Sep-07

Issue for Review

DESCRIPTION

Check'd

By Date Client Approval

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA Page

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION GENERAL 1

Uniform Building Code,

UBC 1997 American Society of Civil Engineers,

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

yield strength Fu = 400 MPa min

Concrete

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

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA Page

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION slump min 75 mm

Loading data Equipment Loading data shall be refer to loading data information indicated in Doc No

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

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

Dead Load 2

4 ton/m3 2

3 ton/m3 7

Dead Load (DL)

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

0 m q2= 3

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA Page

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

Siding Load Space of purlin @ = 1

9 q2= 1

Metal sheet siding thk = 0

5 q 3 = 31

51 kg/m 8

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

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

Piping Load “P” { P(E),

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

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

Kz = velocity pressure exposure coefficient (from table 6

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 21

16 m 48 m

656 587

283 613

385 639

486 678

638 711

265 737

367 763

468 789

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

External Pressure Coefficient ,

Cp Table of Wall Pressure Coefficient,

Cp Surface

Use with

Windward wall

All values

Leeward wall

0~1 2 =>4

Sidewalls

All values

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

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA Page

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

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

Value is provided for interpolation purposes

Value can be reduced linearly with area over which it is applicable as follows **

Area (sq ft) = 1000 (92

9 sq m)

Reduction Factor 1

Notes : 1

For flexible building use appropriate G as determined by rational analysis

Plus & minus signs signify pressures acting toward & away from the surface,

Linier interpolation is permitted for values of L/B,

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,

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

_______________________________________________________________________________________ _ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA Page

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

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

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

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

Wind Acting Wall in X-Direction

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

5 kg/m2 1

*Windward UNI GX 0

*Frame Line1 & 7

*Windward UNI GX 0

Wind Acting Wall in Z-Direction

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

50 kg/m2 1

_______________________________________________________________________________________ _ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

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

*Frame Line A (side)

*Windward UNI GZ 0

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

LOADINGS DEAD & LIVE LOAD WIND LOAD X1 DIRECTION

WIND LOAD X2 DIRECTION

WIND LOAD Z1 DIRECTION

_______________________________________________________________________________________ _ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA Page

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

_______________________________________________________________________________________ _ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA

21 of 38

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION 5

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

________________________________________________________________________________________ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA

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CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

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

________________________________________________________________________________________ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA

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CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

001 0 0

________________________________________________________________________________________ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA

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CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

26 0 0 0

268 0 1

755 0 0

268 0 1

755 0 0

________________________________________________________________________________________ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA

25 of 38

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

001 0 0

001 0 0

________________________________________________________________________________________ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA

26 of 38

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

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

________________________________________________________________________________________ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA

27 of 38

CALCULATION OF CHEMICAL STORAGE SHELTER & FOUNDATION

14 0 0 0

33 0 0 0

33 0 0 0 0

STEEL TAKE OFF

ST UC 203X203X46 219

________________________________________________________________________________________ GTG SHELTER

GASSI TOUIL LNG PROJECT ARZEW,

ALGERIA

28 of 38

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

T UC3 05X305X97 45

________________________________________________________________________________________ GTG SHELTER

29 of 38

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'=

D = D'=

Joint displacement maximum,

(See Attach- 2) JOINT

H (cm) 400

X-Trans

Y-Trans

Z-Trans

Global ∆ (cm) 0

Actual Joint displacement maximum,

(See Attach-2) a

Longitudinal Beam Y < Y

Length (L) cm

Y-displ allw

Tranversal Beam Y < Y

Length (L) cm

Y-displ allw

_______________________________________________________________________________________ _ GTG SHELTER

CONCRETE FOUNDATION DESIGN CHEMICAL STORAGE SHELTER (STEEL) Foundation Design F1

Bf = Lf =

BOF El = Hf = Hs = Hp =

Foundation Weight W ftg = 7

Resistant Moment Zx = 1/6 Bf Lf2

00 OK 1

ZZ = 1/6 Lf Bf2

Wfdn = 17

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

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

Soil Bearing Capacity =

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

Soil Bearing Capacity =

FZ' = FZ Foundation Stability Check SFsld = 0

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

5Lf FY' / { (BOF+0

2) FZ' }

(Erection) (Operating&Test)

(Erection) (Operating&Test)

SFOT-Z = 0

5Bf FY' / { (BOF+0

2) FX' }

JOINT LOAD 16

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 =

Foundation Weight W ftg = 1

Resistant Moment Zx = 1/6 Bf Lf2

00 OK 0

ZZ = 1/6 Lf Bf2

W soil =

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

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

Soil Bearing Capacity =

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

Soil Bearing Capacity =

FZ' = FZ Foundation Stability Check SFsld = 0

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

5Lf FY' / { (BOF+0

2) FZ' }

(Erection) (Operating&Test)

(Erection) (Operating&Test)

SFOT-Z = 0

5Bf FY' / { (BOF+0

2) FX' }

JOINT LOAD 1

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

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

Calculation for Service Platform & Pump Shelter Structure

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