diseño tanques

7/23/2019 diseo tanques

1/12

No. Mark Short Name

1 DSW Self Wt Ringwall Selfweight

2 DSA Str. Wt Structure Weight ex

3 LL Lie Load Lie Load

! "#" "# "rection $ank Load for "recti

% "#& "# &'eration $ank (ontant Load) "#$ "# $e*t $and +,drote*t Load

- W Wind Wind Load

"# Sei*mic Sei*mic Load

/ 0& 0nternal&' 0nternal re**ure

1 0$ 0nternal$e*t 0nternal re**ure $

11 4SL Surge Load 4luid Surge Load

Unfactored Load Item

0ncrea*e in Soil

5earing (a'acit,

1 -1 A11 1. 2. 1.2 -2 A12 1. 2. 1.

3 -3 A21 1. 2. 1.

! -! A22 1. 2. 1.

% -% 511 1.2% 2. 1.

) -) 512 1.2% 2. 1.

- -- 521 1.2% 2. 1.

- 522 1.2% 2. 1.

/ -/ 523 1.2% 2. 1.

1 -1 52! 1.2% 2. 1.

11 -11 531 1.2% 2. 1.

12 -12 532 1.2% 2. 1.

13 -13 533 1.2% 2. 1.1! -1! 53! 1.2% 2. 1.

1% -1% (11 1.2% 2. 1.

1) -1) (12 1.2% 2. 1.

1- -1- (21 1.2% 2. 1.

1 -1 (22 1.2% 2. 1.

1/ -1/ (23 1.2% 2. 1.

2 -2 (2! 1.2% 2. 1.

Combination Load for Unfactored Load

-1 -2 -3 -!

1 2 3 !

A11 A12 A21 A22

1 DSW Self Wt 1 1 1 1

2 DSA Str. Wt 1 1 1 1

3 LL Lie Load

! "#" "# "rection 1 1 1 1

4actor of Safet,6&erturning7

4actor o6Slid


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% "#& "# &'eration . . . .

) "#$ "# $e*t

- W Wind 1 1

"# Sei*mic 1 1

/ 0& 0nternal&'

1 0$ 0nternal$e*t

11 4SL Surge Load

Combination Load for Factored Load

11 12 13 1!

1 2 3 !

A11 A12 A21 A22

a 1 DSW Self Wt 1.% 1.% 1.% 1.%

a 2 DSA Str. Wt 1.% 1.% 1.% 1.%

b 3 LL Lie Load

a ! "#" "# "rection 1.% 1.% 1.% 1.%

c % "#& "# &'eration d ) "#$ "# $e*t

f - W Wind 1.% 1.%

g "# Sei*mic 1.% 1.%

n / 0& 0nternal&'

n 1 0$ 0nternal$e*t

o 11 4SL Surge Load


3/12

Long Name

luding Selfweight

n

'erating

*t

Factored Load Item

"rection 8 Wind 11 A11 "rection 8 Wind 12 A12

"rection 8 "arth9uake 13 A21 "rection 8 "arth9uake

1! A22

&'erating w:o Wind 1% 511 &'erating w:o Wind

1) 512

&'erating 8 Wind 1- 521 &'erating 8 Wind

1 522

1/ 523

11 52!

&'erating 8 "arth9uake 111 531 &'erating 8 "arth9uake

112 532

113 533 11! 53!

$e*t w:o Wind 11% (11 $e*t w:o Wind

11) (12

$e*t 8 Wind 11- (21 $e*t 8 Wind

11 (22

11/ (23

12 (2!

-% -) -- - -/ -1 -11 -12 -13 -1!

% ) - / 1 11 12 13 1!

511 512 521 522 523 52! 531 532 533 53!

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

f Safet,ing7


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1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

1 1 1 1

1 1 1 1

1 1 1 1 1

1 1 1 1 1

1 1 1 1

1% 1) 1- 1 1/ 11 111 112 113 11!

% ) - / 1 11 12 13 1!

511 512 521 522 523 52! 531 532 533 53!

1.% 1.% 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

1.% 1.% 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

1.% 1.% 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

1.% 1.% 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

1.% 1.% 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

1.% 1.2 1.2 1.2 1.2

1.% 1 1 1.2 1.2


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-1% -1) -1- -1 -1/ -2

1% 1) 1- 1 1/ 2

(11 (12 (21 (22 (23 (2!

1 1 1 1 1 1

1 1 1 1 1 1

1 1 1 1 1 1

1 1 1 1 1 1


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. . . . . .

1 1 1 1 1 1

1 1 1 1

1 1 1

1 1 1

11% 11) 11- 11 11/ 12

1% 1) 1- 1 1/ 2

(11 (12 (21 (22 (23 (2!

1.2 1.2 1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2 1.2 1

1.2 1.2 1.2 1.2

1.2 1.2 1.2

1.2 1.2 1.2


7/12

CALCULATION

4- CALCULATION FOR TANK FOUNDATION

- Item No.

- Service

- Type

Document- Refer to !g.No.

- Refer to ".A !g No.

4.1- LOADING DATA

- ead Load# S$e%%# Roof# & '(t.Str)ct)re Load* +,.7 N/m

- Live Load 0.12 N/m

- Uniform Load# Operating Condition ++0.12

- Uniform Load# 3ydrote*t Load +0.2

- 4a*e S$ear d)e to 5ind 16.7+ N

- Reaction d)e to 5ind 0.62 N/m

- oment )e to 5ind 8.+8 N-m

- 4a*e S$ear d)e to Sei*mic Load 167.09 N

- Reaction d)e to Sei*mic Load +7.+9 N/m

- oment )e to Sei*mic Load ,,20.2 N-m

4.2- TANK DATA

- iameter of Tan : : +0.66 m

- 4o%t Center ia : 4C : 9.666 m

- 1.666 m

4.3- MATERIAL SPECIFICATIONS

fy ,+8 Pa

fc; 08 Pa

0,.66

71.86

+1.66

+6.66

4.4- SOIL CONDITION

Net So! "e#$n% C#ct' o( A$e#

In norma% operation* +66 Pa

Coe((cent o( L#te$#! So! P$e))u$e

Ang%e of Interna%


8/12

CALCULATION

A$e#) Moment o( Ine$t#

- Area of Ring

Un(#cto$e, Lo#,n% Comn#ton :L=C;

L=C No) Lo#, Comn#ton) M

"e!o Rn% "e!o So!

:N; :N; :N; :N-m;

76+ 'rection = 5ind 871.2, 6 16.7+ 8,2.02

760 8996.+, 6 -16.7+ -8,2.02

76 'rection = 'art$G)ae 960.66 6 167.09 ,98.1,

76, 879.61 6 -167.09 -,98.1,

768 Operating !/o 5ind -0278.+0 0818,.68 6.66 6.66

769 -0278.+0 0818,.68 6.66 6.66

767 Operating = 5ind -028.7 0818,.68 16.7+ 8,2.02

761 -02,+,.80 0818,.68 -16.7+ -8,2.02

762 -028.7 0818,.68 16.7+ 8,2.02

7+6 -02,+,.80 0818,.68 -16.7+ -8,2.02

7++ Operating = 'art$G)ae -0268+.99 0818,.68 167.09 ,98.1,

7+0 -02921.81 0818,.68 -167.09 -,98.1,

A

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