rectangular tank_design exel

7/24/2019 Rectangular Tank_Design Exel

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EQUIPMENT : RECTANGULAR TANK FOR DIRECT 1

1

DOCUMENT NO. : OMPL-DC-204 30-Apr-15

COVER PAGECHKD. APPD.

SNS CP

P.O. NO. : 4608183-000/7.12.050/I06

CUSTOMER : AIR I!UIDE "ODRE#

E!UIPMENT :

#O$ NO. : %-505

M&R'S SERIA NO. : 001345

TOTA PA"ES : 11

(INC. THIS PA"E)

MECHANICA DESI"N CACUATIONS

&OR

RECTAN"UAR TANK &OR DIRECT COOIN" *ATER

T+, N.: 105&06

DOCUMENT NO. : OMP-DC-204

REVISION NO. OF THIS SHEET INDICATES REVISION NO. OF ENTIRE DOCUMENT

1 30-Apr-15 ISSUE &OR APPRO%A SNS CP

0 18-M+r-15 ISSUE &OR APPRO%A SNS CP

ORIENTALMANUFACTURERS

RECTAN"UAR TANK &OR DIRECTCOOIN" *ATER


2/40

R+,+r T+ C++ S

RECTANGULAR TANK CALCULATION SHEET FOR TAG 104F04

I. DESIGN PARAMETERS:

- C D9, : API 650 R+r'9 &r;+9

- D9, pr99r 216 21.28 P+- D9, ;pr+r : 100

- Opr+, pr99r : ATM

- Opr+, ;pr+r : 50

- Crr9 A?+ C.A : 0 ;;

- @ Sp "r+B : 1.00

- # EB : 0.85 (&r S)

: 1.00 (&r R $;)

- E+9 M9 E : 2.74E7 p9

> 188 115143 P+

- A?+F $, Sr99 11022.066 p9

> 75


3/40

R+,+r T+ C++ S

II. DESIGN

II.1 Side !"" P"!#e C!"$%"!#i&' (Hei)*# + Le')#*,

II.1.1 !"" T*i$'e C!"$%"!#i&'

(A9 pr R+r'9 &r;+9 7T E T+F 11.4 C+9 1+)

%r+ , ? rr + : 500 ;;

HrG+ , ? rr F : 533 ;;

R+ +/F : 0. 0.0444

J > 0.2874

R@r 99 (Formula No.-3 of Ch. 13 -Design Of Rectangular Tank)

> 4.78 ;;

Ad&/#ed #*i$'e .00

M+=;; (Formula No.-4 of Ch. 13 -Design Of Rectangular Tank)

> 1.87 ;;

1.87;; 3;;

T*ee3&e !d&/#ed #*i$'e i !#i3!$#&5

II.1.2 T&/ Ed)e S#i33e'e

Ref Formula No.-1! " 14 of Ch. 13 -Design Of Rectangular Tank

> 0.32 N/;

> 3.40 N/;

> 118.64

> 0.011 12.8T*ee3&e T&/ ed)e #i33e'e i !#i3!$#&5

II.1.6 H&i7&'#!" S#i33e'e

> 1265.55

> 0.1266

M; r+ 9 9r (+, 50=50=6):

> 12.8

T*ee3&e H&i7&'#!" #i33e'e i !#i3!$#&5

r

F .

#!:

;+=

> PF4/(E

+3)

;+=

1/2 + (#ast $ara. Of Design %roce&ure 'o stiffner Ch. 13

-Design Of Rectangular Tank)

R1> 0.03P

+

R2> 0.32P

+

M; r+ r@r: (Ref Formula No.-* of Ch. 13 -Design Of Rectangular Tank )

#;

> R1F4/(1 #B ;4

M; r+ r@r: (Ref Formula No.-* of Ch. 13 -Design Of Rectangular Tank )

#;

> R2F4/(1 #

B ;4

Height(H)

a

b

Length (L)

a

b

Stifeners

a

b

a

b


4/40

R+,+r T+ C++ S

II.1.4 Ve#i$!" S#i33e'e

288.70 ;;

> 0.06 N;R@r 9 ;9:

> 5.27E-07

> 0.53

S ;9 9 9r (+, 50=50=6):

L > 3.61

T*ee3&e Ve#i$!" #i33e'e i !#i3!$#&5

II.2 Side !"" P"!#e C!"$%"!#i&' (Hei)*# + id#*,

II.2.1 !"" T*i$'e C!"$%"!#i&'

(A9 pr R+r'9 &r;+9 7T E T+F 11.4 C+9 1+)

%r+ , ? rr + : 750 ;;

HrG+ , ? rr F : 467 ;;

R+ +/F : 1.61

> 0.0 0.5172

R@r 99 (Formula No.-3 of Ch. 13 -Design Of Rectangular Tank)

> 5.62 ;;

Ad&/#ed #*i$'e .00

M+=;; (Formula No.-4 of Ch. 13 -Design Of Rectangular Tank)

> 2.24 ;;

2.24;; 3;;

T*ee3&e !d&/#ed #*i$'e i !#i3!$#&5


Re3: F&%"! N&.-12 8 14 &3 C*. 16 -Dei)' O3 Re$#!')%"! T!'

> 0.48 N/;

> 5.11 N/;

M; r+ r@r: (R: &r;+ N.-< C. 13 -D9, O R+,+r T+ )

> 104.32

> 0.0104

M; r+ 9 9r (+, 50=50=6):

> 12.8

T*ee3&e T&/ ed)e #i33e'e i !#i3!$#&5

M+=;; F, ;; + HB> 0.5774+

;+=>

(P,. 272 A, r+ 9r - D9. &r ;+=;;F, ;;)

M+=;; F, ;;: (Ref Formula No.-1+ of Ch. 13 -Design Of Rectangular Tank )

M;+=

> 0.0642PFH

B

2

Lr> M

;+=/S

+ ;;3

;3

;3

r> S@r(JP

F2)/S

F) C.A

#!:

;+=

> PF4/(E

+3)

;+=



R1> 0.03P

+

R2> 0.32P

+

#;

> R1F4/(1 #

B ;4

Height(H)

a

b

a

b

Stifeners

a

b

a

b

*5806(W)


5/40

R+,+r T+ C++ S


6/40

R+,+r T+ C++ S

II.2.6 H&i7&'#!" S#i33e'e

M; r+ r@r: (R: &r;+ N.-< C. 13 -D9, O R+,+r T+ )

> 1112.76

> 0.1113

M; r+ 9 9r (+, 50=50=6):

> 12.8

T*ee3&e H&i7&'#!" #i33e'e i !#i3!$#&5

II.2.4 Ve#i$!" S#i33e'e

432. 0.12 N;

R@r 9 ;9:

> 1.04E-06

> 1.04

S ;9 9 9r (+, 50=50=6):

L > 3.61

T*ee3&e Ve#i$!" #i33e'e i !#i3!$#&5

II.6 R&&3 P"!#e C!"$%"!#i&'

L&!d &' &&3 /"!#e:

- R +r+: > 2.24

- +: > 1.5 P+

- R ?,: > 156 ,

- R 9rr ?,: > 100 ,

- R E@p; ?,: > 100 ,

- D+ +: > 1.6 P+

T+ + r p+: > 3.1 P+

D9+ ? rr ? + : 700 ;;

D9+ ? rr , F : 533.333333 ;;

R+ +/F : 1.31

> 0.0703

J > 0.41 2.1< ;;

Ad&/#ed #*i$'e .00

M+=;; : (Formula No.-4 of Ch. 13 -Design Of Rectangular Tank)

> 0.43 ;;

0.43;; 3;;

T*ee3&e !d&/#ed #*i$'e i !#i3!$#&5

#;

> R2F4/(1 #

B ;4

M+=;; F, ;; + HB> 0.5773+

;+=>

(P,. 272 A, r+ 9r - D9. &r ;+=;;F, ;;)

M+=;; F, ;;(Ref Formula No.-1+ of Ch. 13 -Design Of Rectangular Tank )

M;+=

> 0.0641PFH

B2

Lr> M

;+=/S

+ ;3

;3

;3

;2

r> S@r(JP

F2)/S

F) C.A

#!:

;+=

> PF4/(E

+3)

;+=



Stifeners

*5806

(W)

Length (L)

a

a

bb


7/40

R+,+r T+ C++ S

II.4 9#& P"!#e C!"$%"!#i&'

D9+ ? rr ? + : 700.000 ;;

D9+ ? rr , F : 533.333 ;;

R+ +/F : 1.31

> 0.0703

J > 0.41 5.78 ;;

Ad&/#ed #*i$'e .00 M+=;; : (Formula No.-4 of Ch. 13 -Design Of Rectangular Tank)

> 2.


8/40

R+,+r T+ C++ S

RECTANGULAR TANK CALCULATION SHEET


- C D9, : API 650 R+r'9 &r;+9

- D9, pr99r & ?+r 5 P+,> 16.77 P+

- D9, ;pr+r : 10

- Opr+, pr99r : ATM

- Opr+, ;pr+r : 50

- Crr9 A?+ C.A : 0 ;;

- @ Sp "r+B : 0. 1


9/40

R+,+r T+ C++ S


10/40

R+,+r T+ C++ S

II. DESIGN


II.1.1 !"" T*i$'e C!"$%"!#i&'

(A9 pr R+r'9 &r;+9 7T E T+F 11.4 C+9 1+)

%r+ , ? rr + : 600 ;;

HrG+ , ? rr F : 550 ;;R+ +/F : 1.0 0.0522

J > 0.3278

R@r 99

> 3.80 ;;

Ad&/#ed #*i$'e .00

M+=;;

> 1.86 ;;

1.86;; 3;;

T*ee3&e !d&/#ed #*i$'e i !#i3!$#&5


> 0.30 N/;

> 3.22 N/;

M; r+ r@r:

> 11 16.3T*ee3&e T&/ ed)e #i33e'e i !#i3!$#&5

II.1.6 H&i7&'#!" S#i33e'e

M; r+ r@r:

> 127 0.127 16.3

T*ee3&e H&i7&'#!" #i33e'e i !#i3!$#&5

r> S@r(JP

F2)/S

+) C.A

#!:

;+=

> PF4/(E

+3)

;+=

1/2 +

R1> 0.03P

+

R2> 0.32P

+

#;

> R1F4/(1 #B ;4

#;

> R2F4/(1 #

B ;4

Height(H)

a

b

Length (L)

a

b

Stifeners

a

b

a

b


11/40

R+,+r T+ C++ S


12/40

R+,+r T+ C++ S

II.1.4 Ve#i$!" S#i33e'e

346.38 ;;

M+=;; F, ;;:

> 0.07 N;

R@r 9 ;9:

> 6.16E-07> 0.62

S ;9 9 9r (+, 50=50=8):

L > 4.68

T*ee3&e Ve#i$!" #i33e'e i !#i3!$#&5


II.2.1 !"" T*i$'e C!"$%"!#i&'

(A9 pr R+r'9 &r;+9 7T E T+F 11.4 C+9 1+)

%r+ , ? rr + : 600 ;;

HrG+ , ? rr F : 500 ;;R+ +/F : 1.20

> 0.062

J > 0.376

R@r 99

> 3.70 ;;

Ad&/#ed #*i$'e .00

M+=;;

> 1.50 ;;

1.5;; 3;;

T*ee3&e !d&/#ed #*i$'e i !#i3!$#&5


> 0.30 N/;

> 3.22 N/;

M; r+ r@r:

> 81. 0.0082

M; r+ 9 9r (+, 50=50=8):

> 16.3

T*ee3&e T&/ ed)e #i33e'e i !#i3!$#&5

M+=;; F, ;; + HB> 0.5773+

;+=>

M;+=

> 0.0641PFH

B2

Lr> M

;+=/S

+ ;;3

;3

;3

r> S@r(JP

F2)/S

+) C.A

#!:

;+=

> PF4/(E

+3)

;+=

1/2 +

R1> 0.03P

+

R2> 0.32P

+

#;

> R1F4/(1 #B ;4

Height(H)

a

b

a

b

Stifeners

a

b

a

b

*5806(W)


13/40

R+,+r T+ C++ S

II.2.6 H&i7&'#!" S#i33e'e

M; r+ r@r:

> 873.77

> 0.0874

M; r+ 9 9r (+, 50=50=8):

> 16.3

T*ee3&e H&i7&'#!" #i33e'e i !#i3!$#&5

II.2.4 Ve#i$!" S#i33e'e

346.38 ;;

M+=;; F, ;;:

> 0.06 N;

R@r 9 ;9:

> 5.60E-07

> 0.56

S ;9 9 9r (+, 50=50=8):

L > 4.68

T*ee3&e Ve#i$!" #i33e'e i !#i3!$#&5

II.6 R&&3 P"!#e C!"$%"!#i&'

L&!d &' &&3 /"!#e:

- R +r+: > 1.1

- +: > 1.5 P+ A99;

- R ?,: > 102 ,

- R 9rr ?,: > 100 , A99;

- R E@p; ?,: > 100 , A99;- D+ +: > 2.7 P+

T+ + r p+: > 4.2 P+

D9+ ? rr ? + : 500 ;;

D9+ ? rr , F : 550 ;;

R+ +/F : 0. 0.0444

J > 0.2874

R@r 99:

> 1.78 ;;

Ad&/#ed #*i$'e .00

M+=;; :

> 0.3< ;;

#;

> R2F4/(1 #

B ;4

M+=;; F, ;; + HB> 0.5773+

;+=>

M;+=

> 0.0641PFH

B2

Lr> M

;+=/S

+ ;;3

;3

;3

;2

r> S@r(JP

F2)/S

+) C.A

#!:

;+=

> PF4/(E

+3)

Stifeners

*5806

(W)

Length (L)

a

a

bb


14/40

R+,+r T+ C++ S

0.3


15/40

R+,+r T+ C++ S

II.4 9#& P"!#e C!"$%"!#i&'

D9+ ? rr ? + : 500 ;;

D9+ ? rr , F : 550 ;;

R+ +/F : 0. 0.0444

J > 0.2874

R@r 99:

> 3.56 ;;

Ad&/#ed #*i$'e .00

M+=;; :

> 1.58 ;;

1.58;; 3;;

T*ee3&e !d&/#ed #*i$'e i !#i3!$#&5

r> S@r(JP

F2)/S

+) C.A

#!:

;+=

> PF4/(E

+3)

;+=

1/2 +

a

b

a

b

Stifeners

a

b

a

b

Width(W)

.1,06(L)


16/40

R+,+r T+ C++ S


17/40

R+,+r T+ C++ S

TANK CALCULATION SHEET


- C D9, : API 650 R+r'9 &r;+9

- D9, pr99r & ?+r 5 P+,> 24.62 P+

- D9, ;pr+r : 60

- Opr+, pr99r : ATM

- Opr+, ;pr+r : 27

- Crr9 A?+ C.A : 0 ;;

- @ Sp "r+B : 1.00

- # EB : 0.85 (&r S)

: 1.00 (&r R $;)

- E+9 M9 E : 2. 1


18/40

R+,+r T+ C++ S


19/40

R+,+r T+ C++ S

II. DESIGN


II.1.1 !"" T*i$'e C!"$%"!#i&'

(A9 pr R+r'9 &r;+9 7T E T+F 11.4 C+9 1+)

%r+ , ? rr + : 667 ;;

HrG+ , ? rr F : 633 ;;R+ +/F : 1.05

> 0.0487

J > 0.30 5.15 ;;

Ad&/#ed #*i$'e .00

M+=;;

> 1.88 ;;

1.88;; 4;;

T*ee3&e !d&/#ed #*i$'e i !#i3!$#&5


> 0.4< N/;

> 5.25 N/;

M; r+ r@r:

> 257. 0.0258

M; r+ 9 9r (+, 65=65=6):

> 2


20/40

R+,+r T+ C++ S


21/40

R+,+r T+ C++ S

II.1.4 Ve#i$!" S#i33e'e

384.87 ;;

M+=;; F, ;;:

> 0.15 N;

R@r 9 ;9:

> 1.2 1.2 6.26

T*ee3&e Ve#i$!" #i33e'e i !#i3!$#&5


II.2.1 !"" T*i$'e C!"$%"!#i&'

(A9 pr R+r'9 &r;+9 7T E T+F 11.4 C+9 1+)

%r+ , ? rr + : 667 ;;

HrG+ , ? rr F : 625 ;;R+ +/F : 1.07

> 0.0504

J > 0.3185

R@r 99

> 5.16 ;;

Ad&/#ed #*i$'e .00

M+=;;

> 1.85 ;;

1.85;; 4;;

T*ee3&e !d&/#ed #*i$'e i !#i3!$#&5


> 0.4< N/;

> 5.25 N/;

M; r+ r@r:

> 244.64

> 0.0245

M; r+ 9 9r (+, 65=65=6):

> 2


22/40

R+,+r T+ C++ S

II.2.6 H&i7&'#!" S#i33e'e

M; r+ r@r:

> 260 0.2610

M; r+ 9 9r (+, 65=65=6):

> 2 1.3< ;;

#;

> R2F4/(1 #

B ;4

M+=;; F, ;; + HB> 0.5773+

;+=>

M;+=

> 0.0641PFH

B2

Lr> M

;+=/S

+ ;;3

;3

;3

;2

r> S@r(JP

F2)/S

+) C.A

#!:

;+=

> PF4/(E

+3)

Stifeners

*5806

(W)

Length (L)

a

a

bb


23/40

R+,+r T+ C++ S

1.3


24/40

R+,+r T+ C++ S

II.4 9#& P"!#e C!"$%"!#i&'

D9+ ? rr ? + : 625 ;;

D9+ ? rr , F : 633 ;;

R+ +/F : 0. 0.0435

J > 0.283

R@r 99:

> 4. S@r(JP

F2)/S

+) C.A

#!:

;+=

> PF4/(E

+3)

;+=

1/2 +

a

b

a

b

Stifeners

a

b

a

b

Width(W)

.1,06(L)


25/40

R+,+r T+ C++ S


26/40

R+,+r T+ C++ S

TANK CALCULATION SHEET


- C D9, : API 650 R+r'9 &r;+9

- D9, pr99r & ?+r 5 P+,> 24.62 P+

- D9, ;pr+r : 60

- Opr+, pr99r : ATM

- Opr+, ;pr+r : 27

- Crr9 A?+ C.A : 0 ;;

- @ Sp "r+B : 1.00

- # EB : 0.85 (&r S)

: 1.00 (&r R $;)

- E+9 M9 E : 2. 1


27/40

R+,+r T+ C++ S

II. DESIGN


II.1.1 !"" T*i$'e C!"$%"!#i&'

(A9 pr R+r'9 &r;+9 7T E T+F 11.4 C+9 1+)

%r+ , ? rr + : 500.0 ;;HrG+ , ? rr F : 525 ;;

R+ +/F : 0. 0.0401

J > 0.2652

R@r 99

> 3. 12 S@r(JP

F2)/S

+) C.A

#!:

;+=

> PF4/(E

+3)

;+=

1/2 +

R1> 0.03P

+

R2> 0.32P

+

#;

> R1F4/(1 #

B ;4

#;

> R2F4/(1 #

B ;4

Height(H)

a

b

Length (L)

a

b

Stifeners

a

b

a

b


28/40

R+,+r T+ C++ S

II.1.4 Ve#i$!" S#i33e'e

288.65 ;;

M+=;; F, ;;:

> 0.07 N;

R@r 9 ;9:

> 6.00E-07

> 0.60

S ;9 9 9r (&+ F+r 65=6):

L > 4.2

T*ee3&e Ve#i$!" #i33e'e i !#i3!$#&5


II.2.1 !"" T*i$'e C!"$%"!#i&'

(A9 pr R+r'9 &r;+9 7T E T+F 11.4 C+9 1+)

%r+ , ? rr + : 500 ;;

HrG+ , ? rr F : 417 ;;

R+ +/F : 1.20

> 0.0616

J > 0.3762

R@r 99

> 3.74 ;;

Ad&/#ed #*i$'e .00

M+=;;

> 1.06 ;;

1.06;; 3;;

T*ee3&e !d&/#ed #*i$'e i !#i3!$#&5


> 0.37 N/;

> 3. 48.32> 0.0048

M; r+ 9 9r (&+ F+r 65=6):

M+=;; F, ;; + HB> 0.5773+

;+=>

M;+=

> 0.0641PFH

B2

Lr> M

;+=/S

+ ;;3

;3

;3

r> S@r(JP

F2)/S

+) C.A

#!:

;+=> PF4

/(E+3

)

;+=1/2

+

R1> 0.03P

+

R2> 0.32P

+

#;> R1F4

/(1


29/40

R+,+r T+ C++ S

> 13.7

T*ee3&e T&/ ed)e #i33e'e i !#i3!$#&5

II.2.6 H&i7&'#!" S#i33e'e

M; r+ r@r:

> 515.46

> 0.0515

M; r+ 9 9r (&+ F+r 65=6):

> 13.7

T*ee3&e H&i7&'#!" #i33e'e i !#i3!$#&5

II.2.4 Ve#i$!" S#i33e'e

288.65 ;;

M+=;; F, ;;:

> 0.05 N;

R@r 9 ;9:

> 4.76E-07

> 0.48

S ;9 9 9r (&+ F+r 65=6):

L > 4.2

T*ee3&e Ve#i$!" #i33e'e i !#i3!$#&5

II.6 R&&3 P"!#e C!"$%"!#i&'

L&!d &' &&3 /"!#e:

- R +r+: > 2.625

- +: > 1.5 P+- R ?,: > 174 ,

- R 9rr ?,: > 116 ,

- R E@p; ?,: > 120 ,

- D+ +: > 1.5 P+

T+ + r p+: > 3.0 P+

D9+ ? rr ? + : 1250 ;;

D9+ ? rr , F : 700 ;;

R+ +/F : 1.7 0.1011

J > 0.5662

R@r 99:

> 2.70 ;;

#=> #

B ;4

#;

> R2F4/(1 #

B ;4

M+=;; F, ;; + HB> 0.5773+

;+=>

M;+=

> 0.0641PFH

B2

Lr> M

;+=/S

+ ;;3

;3

;3

;2

r> S@r(JP

F2)/S

+) C.A

#

Stifeners

*5806

(W)

Length (L)

a

a

bb


30/40

R+,+r T+ C++ S

M+=;; :

> 1.70 ;;

1.7;; 3;;

T*ee3&e !d&/#ed #*i$'e i !#i3!$#&5

II.4 9#& P"!#e C!"$%"!#i&'

D9+ ? rr ? + : 625 ;;

D9+ ? rr , F : 525 ;;

R+ +/F : 1.1 0.0607

J > 0.3718

R@r 99:

> 4.68 ;;

Ad&/#ed #*i$'e .00

M+=;; :

> 1.11 ;;

1.11;; 4;;

T*ee3&e !d&/#ed #*i$'e i !#i3!$#&5

;+=

> PF4/(E

+3)

;+=

1/2 +

r> S@r(JP

F2)/S

+) C.A

#!:

;+=

> PF4/(E

+3)

;+=

1/2 +

a

b

a

b

Stifeners

a

b

a

b

Width(W)

.1,06(L)


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R+,+r T+ C++ S


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DESIGN CALCULATION SHEET FOR TAG 104F0;

D9, C++ &r Tp Pr O T T+

I. I'/%# :

1 EN"TH O& RECTAN"UAR TANK 7


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1 T*i$'e e 371 ,

T+ +r+ F; p+ AF > *AF > 624100

AF > 0.6241

H + pr +r+ p+ @ > */AF

@ > 5 1.143 0.308

0.13

Q3>

Q4>

Q5>

F > -Q1@F2/2

F > -Q5@F2/3

-Q1@F2/2 ,/;2

Q2@F2/2 ,/;2

-Q3@F2/2 ,/;2

Q4@F2/2 ,/;2

-Q5@F2/2 ,/;2

B > @F4/E3

;+=

> ,/;2

F> ,/;2

Si'$e #*e i'd%$ed #e i' #*e /"!#e i "e #*!' #*e !""&?!>"e #*e /&@ided #*i$'e !'d#i33e'i') i !3e.


35/40

D9, C++ &r $; Pr O T T+

I. I'/%# :

1 EN"TH O& RECTAN"UAR TANK 7


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2 T*i$'e e

Q2>

Q3>

Q4>

Q5>

F > -Q1@F2/2

F > -Q5@F2/3

-Q1@F2/2 ,/;2

Q2@F2/2 ,/;2

-Q3@F2/2 ,/;2

Q4@F2/2 ,/;2

-Q5@F2/2 ,/;2

B > @F4/E3

;+=

> ,/;2

F> ,/;2

Si'$e #*e i'd%$ed #e i' #*e /"!#e i "e #*!' #*e !""&?!>"e #*e /&@ided #*i$'e !'d#i33e'i') i !3e.


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IND LOAD CALCULATIONA /e IS-; P!#6

$+9 ? 9p r 9 44 ;/9

158.4 ;/r

R9 &+r 1 > 1.07

Trr+ &r 2 > 1.05Tp,r+pB &+r 3 > 1Or+ , 99 H > 1470 ;;

D9, ? 9p

4

1.176

T+ ? r +, +, , & >

1724.2< N

T+ ? r +, +, ? &? >

68 &1724.2< N

? ;; M? > 258.4 ,-;

%F>

%G>

123%F

PG>

0.6 = %G2

N/;2

H

;2

A PG

A? PG


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SEISMIC LOAD CALCULATION

A /e 1B6 /!# 4200

T+ ?, + @ * > 1074 ,

S9; G +9 9p FB L > III

L > 0.16

S+/, > 2.5

I;pr+ +r +9 pr T+F 2 IS 18 1.5

R > 3

H rG+ 99; A >

R/I

A > 0.10

T + 99; r +, 99 &9 > * A

107.38 ,

T9 ;+=;; ? + 99; & > ;+=(P?&9)

175.77 ,

C" r; F; 99 > 870 ;;

T r+ ?/ 99; r & >

> 1 18


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ANCHOR CHAIR CALCULATION

Ar "99

(Pr99r %99 $ $B $+r)

N. O "99 N > 2

+ O E+ "99 > 350 ;;

D9+ $? "99 F > 175 ;;

"99 A, > 51 ,r

D;9 + F+9 p+ + > 235 ;;

&r F+r, ? F+9 p+ 100 ;; (C r;)

MOC "99 IS 2062 "r. $

Sr99

A?+F ;pr99 9r99

Sr99 SB > 240 MP+

S+ > 108 MP+

MOC $+9 p+ IS 2062 "r. $

Sr99 &B >

240 MP+

348010 MP+

1450.38 P9

Pr $; P+ T99 > 16 ;;

Crr $; P+ T99 > 16 ;;

R@r "99 T99 >

0.56 ;;

H Pr 99 9 S.

? F/ > 0.5

Trr Q > 0.12 (&r; R+r'9 r;+ +F 11.4 +9 . 7)

Ur; +@ >

&/F

0.081

M+=. 9r99 F+9 p+ (S) : >

4.64

Trr pr F+9 p+ 9 9+

A?+ C;pr99 Sr, > 0.45 =SB

C;pr99 Sr, 9rr(C T Cr;)

(3-F) / (S+F2 9+2)

S F+9 p+ +9 +;;+ r ;r +r F rr ? +r ++BG, F+9 p+ +9 + r;B + r+,+r p+ ? , r + r 9ppr.

N/;;2

Q@F2/2

N/;;2

* 9 99 + +?+F ;pr99 9r99 108 N/;;2


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,9?

rectangular tank_design exel

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