DATA INPUT

Tank No. : T-3201(4)

Di : 18000 mm

HT : 12000 mm

SG : 0.538

MATL : SA537-CL2

DLL : 14500 mm

SCHEMATIC DIAGRAM

1	Vnom =	2345.3	m³
2	Vnom =	2345.3	m³
3	Vnom =	2345.3	m³
4	Vnom =	2345.3	m³
5	Vnom =	2345.3	m³
6	Vnom =	2345.3	m³
7	Vnom =	2345.3	m³
8	Vnom =	2345.3	m³
9	Vnom =	2345.3	m³
10	Vnom =	2345.3	mm
11	Vnom =	2345.3	mm
12	Vnom =	2345.3	mm
13	Vnom =	2345.3	mm
14	Vnom =	2345.3	mm
15	Vnom =	2345.3	mm
16	Vnom =	2345.3	mm
17	Vnom =	2345.3	mm
18	Vnom =	2345.3	mm
19	Vnom =	2345.3	mm
20	Vnom =	2345.3	mm
21	Vnom =	2345.3	mm
22	Vnom =	2345.3	mm
23	Vnom =	2345.3	mm
24	Vnom =	2345.3	mm
25	Vnom =	2345.3	mm
26	Vnom =	2345.3	mm
27	Vnom =	2345.3	mm
28	Vnom =	2345.3	mm
29	Vnom =	2345.3	mm
30	Vnom =	2345.3	mm

DESIGN DATA

　● 1) PROJECT (PROPOSAL) NO : 　　　● PROJECT NAME :
　● 2) 견적 CASE 설명 : 　● CUSTMOMER : 　● SITE LOCATION :
　● 3) DESIGN NAME : 　● MATERIAL INPUT EXAMPLE: [SA516-60], [SA516-65], [SA516-70], [SA537-CL1], [SA537-CL2], [SA553-TYPE1]

중요 : 설계압력 입력단위 :
● FULL VACUUM(F/V) = 760Hg = 101325Pa = 1.0332270 kg/cm²
● HARF VACUUM(H/V) = (F/V)/2 = 0.5166135 kg/cm²

1) SHELL FORMING REDUCTION MARGIN : 　mm,　　2) Used Thickness 반올림 : 　mm
3) Allowable Stress For Hydrostatic-Test (By Project Spec.) : Syt = * Sy, [Div.1, Syt=0.9Fy, Div.2: Syt=0.95Sy]

펼치기 전체입력

INPUT DATA

TEXT BOX WIDTH UP DOWN : [◀ 폭 줄이기] [폭 초기화] [▶ 폭 키우기]

[전체 DATA 지우기] [Data 샘플 채우기]

No.

DESCRIPTION

Unit

Symbol

COPY

◁ 1 ▷ [D]

[C] ◁ 2 ▷ [D]

[C] ◁ 3 ▷ [D]

[C] ◁ 4 ▷ [D]

[C] ◁ 5 ▷ [D]

[C] ◁ 6 ▷ [D]

[C] ◁ 7 ▷ [D]

[C] ◁ 8 ▷ [D]

[C] ◁ 9 ▷ [D]

[C] ◁ 10 ▷ [D]

Unit

TANK NO. [Max. 40 Char.]

TNO =

[CP]

VESSEL DESIGN CODE (ASME SEC. VIII, Div. 1,2)

CODE =

[CP]

STORAGE LIQUID NAME

CONTENT =

[CP]

DESIGN SPECIFIC GRAVITY

SG =

[CP]

MATERIAL OF SHELL PLATE

MATL =

[CP]

DESIGN TEMPERATURE (Max.)

℃

DTEMP =

[CP]

℃ 　　

TANK INSIDE DIAMETER

Di =

[CP]

CORROSION ALLOWANCE (SHELL)

CA =

[CP]

TANK EQUATOR LEVEL (FROM GROUND)
HT = Di / 2 + mm [All Update HT]

HT =

[CP]

[SHELL 두께계산 높이] HIGH HIGH LIQUID LEVEL

HHLL =

[CP]

[Storage 용량계산 액높이] HIGH LIQUID LEVEL

HLL =

[CP]

DESIGN INTERNAL PRESSURE (DATA SHEET 상의 압력)
[프로그램이 계산시 사용하는 압력은? [SI UNIT]]

kg/cm²
kPa

Pi =

[CP]

2118.24

1765.20

774.73

490.33

kg/cm²
kPa

DESIGN EXTERNAL PRESSURE (DATA SHEET 상의 압력)
[프로그램이 계산시 사용하는 압력은? [SI UNIT]

kg/cm²
kPa

Pe =

[CP]

101.32

102.97

kg/cm²
kPa

■ Shell Thickness Calculation Result (Simple Calculation Result of Spherical Tank)

Req'd Thickness under Operating Cond. (Pi+Ps)

tdReq =

46.26

39.63

39.56

39.48

41.62

12.70

Req'd Thickness under Hydro-test [MAWP] (Pt)

twReq =

36.68

30.89

37.15

6.96

Req'd Thickness under Hydro-test [MAP ] (Pt)

tmReq =

33.52

28.26

34.38

6.96

Req'd Thickness under External Pressue (Pe)

teReq =

16.05

18.36

18.39

18.42

30.98

44.63

　　　● Max. [Spherical] Used Thickness

tUsed =

47.0

40.5

42.5

45.5

If (tUsed ≤ 64mm) then Accetable
Else (tUsed>64mm) Sd ReSelect

MSG =

펼치기 전체입력

메세지 창

계산실행 [테스트1] [테스트2]

[엑셀붙여넣기] [휴지통 비우기]

Strength Calculation Output (Each Tank)
각 탱크별 계산결과 보기

T-3201(4)

T-3205(3)

T-3208(3)

T-3213(3)

TKK

LH 2

NOTE

■ Capacity Calculation Result

■ Simple Calculation Result of Spherical Tank

1. Sphere Tank Capacity

No.

Description

Unit

Symbol

T-3201(4)

T-3205(3)

T-3208(3)

T-3213(3)

TKK

LH 2

Remark

　No.　

Tank Dia.

Ø(m)

Dia. =

Ø 18.000 m

Ø 25.000 m

Ø 18.000 m

Nominal Capacity [공칭용량]

m³

V_nom =

3053.63

8181.23

3053.63

Storage Capacity [저장용량]

m³

V_sto =

2752.17

8143.01

3053.63

Vapor Space Capacity

m³

V_hil =

301.46

38.22

0.00

Storage Capacity Ratio

R_Sto =

90.13(%)

99.53(%)

100.00(%)

Vapor Space Ratio

R_vapor =

9.87(%)

0.47(%)

0.00(%)

■ Weight Summary

오무리 최소입력

■ Weight Summary per One Unit ( Unit : Ton )

No.	Description	Unit	Symbol	T-3201(4)	T-3205(3)	T-3208(3)	T-3213(3)	TKK	LH 2	Remark
0,1	A. WEIGHT SUMMARY
1,2	SHELL PLATE	Ton	Ws =	373.962	319.336	318.935	318.935	625.87	364.479
2,3	UPPER COLUMN (PLATE)	Ton	Wuc =	13.797	13.819	13.819	13.819	32.29	13.783
3,4	LOWER COLUMN (PIPE)	Ton	Wc =	22.952	22.934	22.934	22.934	56.399	33.093
4,5	CROSS BRACE (PIPE)	Ton	Wb =	15.561	15.547	15.547	15.547	38.778	20.497
5,6	ROOF PLATFORM & STAIRWAY	Ton	Wr =	20.657	20.641	20.641	20.641	50.759	29.784
6,7	WATER SPRAY AND ATTACHMENT	Ton	Wsp =	18.362	18.347	18.347	18.347	45.119	26.474
7,8	MANHOLE & NOZZLE	Ton	Wn =	16.3	16.3	16.3	16.3	19.5	16.3
8,9	INTERNAL LADDER & ATTACHMENT	Ton	Wi =	12.861	12.861	12.861	12.861	15.386	12.861
9,10	ANCHOR BOLT/NUT	Ton	Wa =	3.18	3.18	3.18	3.18	4.452	3.18
10,11	COLUMN FIRE PROOFING	Ton	Win =	40.3	40.3	40.3	40.3	70.5	40.3
16,12	Lower-Column O.D	mm	Dcol =	914.4	914.4	914.4	914.4	1066.8	914.4
17,13	Lower-Column Thickness	mm	Tcol =	14	14	14	14	16	14
18,14	Cross-Brace O.D	mm	Dbrace =	273.1	273.1	273.1	273.1	323.5	273.1
19,15	Cross-Brace Thickness	mm	Tbrace =	12.7	12.7	12.7	12.7	15.6	12.7
20,16	■ EMPTY WEIGHT (1 Unit)	Ton	We =	537.93	483.27	482.86	482.86	959.05	560.75	We = W(1)+ .. +W(10)
21,17	B. LOADING DATA
22,18	CONTENTS WEIGHT (at Operating)	Ton	Wc =	1480.67	1786.16	1720.11	1640.29	4885.81	216.81	*Wc = Vsto S.G**
23,19	HYDROSTATIC TEST WATER WEIGHT	Ton	Wt =	3053.63	3053.63	3053.63	3053.63	8181.23	3053.63	*Wt = Vnom 1.0**
24,20	1) VERTICAL LOAD
25,21	EMPTY WEIGHT	Ton	We =	537.93	483.27	482.86	482.86	959.05	560.75	We = W(1)+ .. +W(10)
26,22	OPERATING WEIGHT	Ton	Wo =	2018.60	2269.43	2202.97	2123.15	5844.86	777.56	Wo = We + Wc
27,23	HYDROSTATIC TEST WEIGHT	Ton	Wh =	3591.56	3536.90	3536.49	3536.49	9140.28	3614.38	Wh = We + Wt
28,24	2) HORIZONTAL LOAD
29,25	SEISMIC FACTOR (CS=0.29 Fix)		CS =	0.29	0.29	0.29	0.29	0.29	0.29
30,26	SEISMIC LOAD (Base Shear) Vs = CS x Wo	Ton	Vs =	585.39	658.13	638.86	615.71	1695.01	225.49	Vs = CS x Wo
31,27	WIND LOAD (Base Shear)	Ton	Vw =

입력화면 결과 및 ASME Div 1, 2 의 허용응력

No.1

TANK NO. [Max. 40 Char.]

TNO

T-3201(4)

T-3205(3)

T-3208(3)

T-3213(3)

TKK

LH 2

VESSEL DESIGN CODE (ASME SEC. VIII, Div. 1,2)

CODE

DIV. 2

DIV. 1

STORAGE LIQUID NAME

CONTENT

Propylene

Butadiene

Crude C4

HP Petrochemical

Mixed C4

LH 2

DESIGN SPECIFIC GRAVITY

0.538

0.649

0.625

0.596

0.6

0.071

MATERIAL OF SHELL PLATE

MATL

SA537-CL2

SA516-65

SA553-TYPE1

DESIGN TEMPERATURE (Max.)

DTEMP

℃

ALLOWABLE STRESS at Deisin(Operaing)

MPa

230.00

148.49

178.20

MPa

TANK INSIDE DIAMETER

18000

25000

18000

CORROSION ALLOWANCE (SHELL)

3.2

3.0

-SdAry[0][j]

Min. Tensile Strength

St =

MPa

550.00

450.00

690.00

MPa

-SdAry[1][j]

Min. Yield Strength

Sy =

MPa

415.00

240.00

585.00

MPa

-SdAry[2][j]

Allowable Stress at Test(amb.) Temperature(-15℃~30℃)

St =

MPa

230.00

161.00

187.00

MPa

-SdAry[3][j]

Allowable Stress at Design Temperature

S =

MPa

230.00

148.49

178.20

MPa

-SdAry[4][j]

Allowable Stress at Hydrostatic-Test Condition

Syt =

MPa

394.25

228.00

526.50

MPa

-SdAry[5][j]

Lowest Stress Ratio for MAWP(MAP), LSR=St/S

LSR =

St/S

1.000

1.084

1.049

St/S

-SdAry[6][j]

■ Column / Brace Information

-SdAry[7][j]

Column Quantity

CQTY =

-SdAry[8][j]

Column Pitch Circle Diameter(P.C.D)

PCD =

Ø17640

Ø17620

Ø24550

Ø17570

-SdAry[9][j]

Lower Column Size

COL_SIZE =

Ø914.4x14

Ø1066.8x16

Ø914.4x14

-SdAry[10][j]

Cross Brace Size

BRA_SIZE =

Ø273.1x12.7

Ø323.5x15.6

Ø273.1x12.7

-SdAry[11][j]

Stress Ratio of Lower Column(at Operating)

SR_Oper =

< 1.0 OK

0.352

0.425

0.409

0.39

0.605

0.053

< 1.0 OK

-SdAry[12][j]

Stress Ratio of Lower Column(at Hydrostatic-Test)

SR_Hydro =

< 1.0 OK

0.561

0.812

0.581

< 1.0 OK

-SdAry[13][j]

■ Hydrostatic Test Pressure Check

-SdAry[14][j]

MAWP (Hot & Corroded Condition)

MAWP =

MPa

2.156

1.826

0.806

1.8

MPa

-SdAry[15][j]

MAP (New & Cold Condition)

MAP =

MPa

2.32

1.989

0.952

1.889

MPa

-SdAry[16][j]

Hydro-Test Gauge Setting Pressure(MAWP)
(Hot & Corroded Condition)

GSP.MAWP =

MPa

3.083

2.611

1.153

2.455

MPa

-SdAry[17][j]

Hydro-Test Gauge Setting Pressure(MAWP)
(New & Cold Condition)

GSP.MAP =

MPa

3.318

2.844

1.476

2.576

MPa

-SdAry[18][j]

Tank Top Head Thickness

tMin(top) =

45.5

39.0

37.0

45.5

-SdAry[19][j]

Tank Bottom Plate Thickness

tMax(tBtm) =

47.0

40.5

42.5

45.5

-SdAry[20][j]

[SPARE]

SPARE =

SPARE

-SdAry[21][j]

Design Internal Pressure

Pi =

Mpa

2.1182364

1.765197

0.77472535

0.4903325

Mpa

-SdAry[22][j]

Design External Pressure

Pe =

Mpa

0.10132496

0.10296983

Mpa

-SdAry[23][j]

undefined

-SdAry[24][j]

undefined

-SdAry[25][j]

undefined

-SdAry[26][j]

undefined

-SdAry[27][j]

undefined

-SdAry[28][j]

undefined

-SdAry[29][j]

undefined

-SdAry[30][j]

undefined

[Division 1 WORK] ASME SEC. II PART D Table 1A [SI Unit]												ASME SEC. II PART D Table 1A [USC Unit]
No.	MATERIAL	Shell Allowbale Thick.	Min. Tensile Strength	Min. Yield Strength	Allowable Stress Sd (MPa)				Min. Yield Strength for Hydrostatic-Test	External Pressure (CS-Chart No)	..	No.	MATERIAL	Shell Allowbale Thick.	Min. Tensile Strength	Min. Yield Strength	Allowable Stress Sd (ksi)				Min. Yield Strength for Hydrostatic-Test	External Pressure (CS-Chart No)	..
No.	MATERIAL	t (mm)	St (MPa)	Sy (MPa)	40ºC	65ºC	100ºC	125ºC	Syt (MPa)	CS	..	No.	MATERIAL	t (mm)	St (ksi)	Sy (ksi)	100ºF 37.8ºC	150ºF 65.6ºC	200ºF 93.3ºC	250ºF 121.1ºC	Syt (ksi)	..	..
1	SA516-55		380	205	108				184.5	CS-1		1	SA516-55		55.0	30.0	15.7	15.7	15.7	15.7	26.8	CS-1
2	SA516-60		415	220	118				198	CS-2		2	SA516-60		60.0	32.0	17.1	17.1	17.1	17.1	28.7	CS-2
3	SA516-65		450	240	128				216	CS-2		3	SA516-65		65.0	35.0	18.6	18.6	18.6	18.6	31.3	CS-2
4	SA516-70		485	260	138				234	CS-3		4	SA516-70		70.0	38.0	20.0	20.0	20.0	20.0	34.0	CS-3
5	SA537-CL1	t ≤ 64t	485	345	138	138	138	137	310.5	CS-4		5	SA537-CL1	t ≤ 64t	70.0	50.0	20.0	20.0	20.0	19.9	45.1	CS-4
6	SA537-CL1	64 < t ≤ 100	450	310	128				279	CS-4		6	SA537-CL1	64 < t ≤ 100	65.0	45.0	18.6	18.6	18.6	18.6	40.5	CS-4
7	SA537-CL2	t ≤ 64t	550	415	158	158	158	157	373.5	CS-4		7	SA537-CL2	t ≤ 64t	80.0	60.0	22.9	22.9	22.9	22.8	54.2	CS-4
8	SA537-CL2	64 < t ≤ 100	515	380	148	148	147	147	342	CS-4		8	SA537-CL2	64 < t ≤ 100	75.0	55.0	21.5	21.5	21.3	21.3	49.6	CS-4
9	SA537-CL2	100 < t ≤ 150	485	315	138	138	138	137	283.5	CS-4		9	SA537-CL2	100 < t ≤ 150	70.0	46.0	20.0	20.0	20.0	19.9	41.1	CS-4
10	SA36		400	250	114				225	CS-2		10	SA36		58.0	36.0	16.6	16.6	16.6	16.6	32.7	CS-2
11	SA285-A		310	165	88.9				148.5	CS-2		11	SA285-A		45.0	24.0	12.9	12.9	12.9	12.9	21.6	CS-2
12	SA285-B	≤50t	345	185	98.6				166.5	CS-2		12	SA285-B	≤50t	50.0	27.0	14.3	14.3	14.3	14.3	24.2	CS-2
13	SA285-C	≤50t	380	205	108				184.5			13	SA285-C	≤50t	55.0	30.0	15.7	15.7	15.7	15.7	26.8
14	SA240-304	G5	515	205	138	138	137	134	184.5			14	SA240-304	G5	75.0	30.0	20.0	20.0	19.9	19.5	26.8
15	SA240-304L	G5	485	170	115				153			15	SA240-304L	G5	70.0	25.0	16.7	16.7	16.7	16.7	22.2
16	SA240-316	G5	515	205	138				184.5			16	SA240-316	G5	75.0	30.0	20.0	20.0	20.0	20.0	26.8
17	SA240-316L	G5	485	170	115				153			17	SA240-316L	G5	70.0	25.0	16.7	16.7	16.7	16.7	22.2
18	SA553-TYPE1	W5	690	585	187	187	173	169	526.5			18	SA553-TYPE1	W5	100.0	85.0	27.1	27.1	25.1	24.5	76.4

[Div. 2 - Class 2 WORK] ASME SEC. II PART D Table 5A [SI Unit]												ASME SEC. II PART D Table 5A [USC Unit]
No.	MATERIAL	Shell Allowbale Thick.	Min. Tensile Strength	Min. Yield Strength	Allowable Stress Sd (MPa)				Min. Yield Strength for Hydrostatic-Test	External Pressure (CS-Chart No)	..	No.	MATERIAL	Shell Allowbale Thick.	Min. Tensile Strength	Min. Yield Strength	Allowable Stress Sd (ksi)				Min. Yield Strength for Hydrostatic-Test	External Pressure (CS-Chart No)	..
No.	MATERIAL	t (mm)	St (MPa)	Sy (MPa)	40ºC	65ºC	100ºC	125ºC	Syt (MPa)	CS	..	No.	MATERIAL	t (mm)	St (ksi)	Sy (ksi)	100ºF 37.8ºC	150ºF 65.6ºC	200ºF 93.3ºC	250ºF 121.1ºC	Syt (ksi)	..	..
1	SA516-55		380	205	138	130	126	124	194.75			1	SA516-55		55.0	30.0	20.0	18.9	18.3	18.0	28.3
2	SA516-60		415	220	147	138	134	132	209			2	SA516-60		60.0	32.0	21.3	20.0	19.5	19.2	30.3
3	SA516-65		450	240	161	151	147	144	228			3	SA516-65		65.0	35.0	23.4	21.9	21.3	20.9	33.1
4	SA516-70		485	260	175	164	159	157	247			4	SA516-70		70.0	38.0	25.4	23.8	23.1	22.8	35.8
5	SA537-CL1	t ≤ 64t	485	345	201				327.75			5	SA537-CL1	t ≤ 64t	70.0	50.0	29.2	29.2	29.2	29.2	47.6
6	SA537-CL1	64 < t ≤ 100	450	310	187	187	181	174	294.5			6	SA537-CL1	64 < t ≤ 100	65.0	45.0	27.1	27.1	26.3	25.3	42.7
7	SA537-CL2	t ≤ 64t	550	415	230				394.25			7	SA537-CL2	t ≤ 64t	80.0	60.0	33.4	33.4	33.4	33.4	57.2
8	SA537-CL2	64 < t ≤ 100	515	380	215				361			8	SA537-CL2	64 < t ≤ 100	75.0	55.0	31.2	31.2	31.2	31.2	52.4
9	SA537-CL2	100 < t ≤ 150	485	315	201	196	185	178	299.25			9	SA537-CL2	100 < t ≤ 150	70.0	46.0	29.2	28.4	26.9	25.8	43.4
10	SA36		400	250	165	156	151	148	237.5			10	SA36		58.0	36.0	24.0	22.6	21.9	21.5	34.5
11	SA285-B	t ≤ 50t	345	185	124	117	113	111	175.75			11	SA285-B	t ≤ 50t	50.0	27.0	18.0	17.0	16.4	16.1	25.5
12	SA285-C	t ≤ 50t	380	205	138	130	126	124	194.75			12	SA285-C	t ≤ 50t	55.0	30.0	20.0	18.9	18.3	18.0	28.3
13	SA240-304		515	205	138				194.75			13	SA240-304		75.0	30.0	20.0	20.0	20.0	20.0	28.3
14	SA240-304L		485	170	115				161.5			14	SA240-304L		70.0	25.0	16.7	16.7	16.7	16.7	23.4
15	SA240-316		515	205	138				194.75			15	SA240-316		75.0	30.0	20.0	20.0	20.0	20.0	28.3
16	SA240-316L		485	170	115				161.5			16	SA240-316L		70.0	25.0	16.7	16.7	16.7	16.7	23.4
17	SA553-TYPE1	t ≤ 150	690	585	273				555.75	W4		17	SA553-TYPE1	t ≤ 150	100.0	85.0	39.6	39.6	39.6	39.6	80.6	W4
18	SA553-TYPE1-OLD	사용불가	690	585	287				555.75	W3		18	SA553-TYPE1-OLD	사용불가	100.0	85.0	41.6	41.6	41.6	41.6	80.6	W3

[Div. 2 - Class 1 WORK] ASME SEC. II PART D Table 5A [SI Unit]												ASME SEC. II PART D Table 5A [USC Unit]
No.	MATERIAL	Shell Allowbale Thick.	Min. Tensile Strength	Min. Yield Strength	Allowable Stress Sd (MPa)				Min. Yield Strength for Hydrostatic-Test	External Pressure (CS-Chart No)	..	No.	MATERIAL	Shell Allowbale Thick.	Min. Tensile Strength	Min. Yield Strength	Allowable Stress Sd (ksi)				Min. Yield Strength for Hydrostatic-Test	External Pressure (CS-Chart No)	..
No.	MATERIAL	t (mm)	St (MPa)	Sy (MPa)	40ºC	65ºC	100ºC	125ºC	Syt (MPa)	CS	..	No.	MATERIAL	t (mm)	St (ksi)	Sy (ksi)	100ºF 37.8ºC	150ºF 65.6ºC	200ºF 93.3ºC	250ºF 121.1ºC	Syt (ksi)	..	..
1	SA516-55		380	205	126	126	126	124	124			1	SA516-55		55.0	30.0	18.3	18.3	18.3	18.0	18.0
2	SA516-60		415	220	138	138	134	132	209			2	SA516-60		60.0	32.0	20.0	20.0	19.5	19.2	30.3
3	SA516-65		450	240	150	150	147	144	228			3	SA516-65		65.0	35.0	21.8	21.8	21.3	20.9	33.1
4	SA516-70		485	260	161	161	160	157	247			4	SA516-70		70.0	38.0	23.4	23.4	23.2	22.8	35.8
5	SA537-CL1	t ≤ 64t	485	345	161	161	160	159	327.75			5	SA537-CL1	t ≤ 64t	70.0	50.0	23.4	23.4	23.2	23.1	47.6
6	SA537-CL1	64 < t ≤ 100	450	310	150				294.5			6	SA537-CL1	64 < t ≤ 100	65.0	45.0	21.8	21.8	21.8	21.8	42.7
7	SA537-CL2	t ≤ 64t	550	415	184				394.25			7	SA537-CL2	t ≤ 64t	80.0	60.0	26.7	26.7	26.7	26.7	57.2
8	SA537-CL2	64 < t ≤ 100	515	380	172				361			8	SA537-CL2	64 < t ≤ 100	75.0	55.0	25.0	25.0	25.0	25.0	52.4
9	SA537-CL2	100 < t ≤ 150	485	315	161	161	160	159	299.25			9	SA537-CL2	100 < t ≤ 150	70.0	46.0	23.4	23.4	23.2	23.1	43.4
10	SA36		400	250	165	156	151	148	237.5			10	SA36		58.0	36.0	24.0	22.6	21.9	21.5	34.5
11	SA285-B	t ≤ 50t	345	185	124	117	113	111	175.75			11	SA285-B	t ≤ 50t	50.0	27.0	18.0	17.0	16.4	16.1	25.5
12	SA285-C	t ≤ 50t	380	205	138	130	126	124	194.75			12	SA285-C	t ≤ 50t	55.0	30.0	20.0	18.9	18.3	18.0	28.3
13	SA240-304		515	205	138				194.75			13	SA240-304		75.0	30.0	20.0	20.0	20.0	20.0	28.3
14	SA240-304L		485	170	115				161.5			14	SA240-304L		70.0	25.0	16.7	16.7	16.7	16.7	23.4
15	SA240-316		515	205	138				194.75			15	SA240-316		75.0	30.0	20.0	20.0	20.0	20.0	28.3
16	SA240-316L		485	170	115				161.5			16	SA240-316L		70.0	25.0	16.7	16.7	16.7	16.7	23.4
17	SA553-TYPE1	t ≤ 150	690	585	273				555.75	W4		17	SA553-TYPE1	t ≤ 150	100.0	85.0	39.6	39.6	39.6	39.6	80.6	W4
18	SA553-TYPE1-OLD	사용불가	690	585	287				555.75	W3		18	SA553-TYPE1-OLD	사용불가	100.0	85.0	41.6	41.6	41.6	41.6	80.6	W3

[DEBUG WINDOWS] [▲] [▼]

id=inputArea [Input Table] id=tArea [Calclation Result] id=aStress [Allowable Stress Table] id=cpArea [Capacity Resilt] id=wtArea [Weight Summary]

AAAAA AAAAA AAAAA AAAAA AAAAA

WIND & SEISMIC & SNOW LOAD [▲] [▼]

52 SELF LOAD =

53 LIVE LOAD Lr = kg/m² 100

54 SNOW LOAD Sn = kg/m² 100

55 SEISMIC DESIGN (니가 알아서 - 견적용 - 자동) SCODE = UBC-97

56 SEISMIC DESIGN CODE SCODE = UBC-97

57 ZONE FACTOR (TABLE 16-I) Z = [3 ]=0.3

58 SOIL FACTOR (TABLE 16-J) SOIL = [SD] Stiff Soil

59 IMPORTANCE FACTOR I = 1

60 SEISMIC COEFF. (TABLE 16-Q) Ca = 0.36

61 SEISMIC COEFF. (TABLE 16-R) Cv = 0.54

67 WIND DESIGN CODE WCODE = ASCE 7-05

68 OCCUPANCY CATEGORY OC = III

69 EXPOSURE CATEGORY EC = C

70 IMPORTANCE FACTOR I = 1.15

71 DESIGN WIND SPEED(3sec. gust) V = m/sec 45

72 WIND VELOCITY PRESSURE qz = kg/m² 131.80

77 SHELL 제작단가 = KRW/kg 700

78 SHELL 구매단가 = KRW/kg 800

81 TANK NOMINAL CAPACITY VNOM = m³ 2352.1

82 STORED LIQUID VOLUME VSTO = m³ 2352.1

83 VAPOR SPACE VOLUME VSPACE = m³ 0

<FORM name=regForm id=regForm method=post action='sphereDataReg.jsp' target='myIframe'>

mode :
kid :
Pressure Unit :
Project No. :
Project Name :
userid :
userName :
project Information :

Data Save

Result Table Of Capacity and Weight Summary

wtSumArea cpSumArea

0 | Nominal Capacity [공칭용량] | V_nom | m³ | 3053.63 | 3053.63 | 3053.63 | 3053.63 | 8181.23 | 3053.63 | 0 | 0 | 0 | 0 | | m³

1 | Storage Capacity [저장용량] | V_sto | m³ | 2752.17 | 2752.17 | 2752.17 | 2752.17 | 8143.01 | 3053.63 | 0 | 0 | 0 | 0 | | m³

2 | Vapor Space Capacity | V_hil | m³ | 301.46 | 301.46 | 301.46 | 301.46 | 38.22 | 0.00 | 0 | 0 | 0 | 0 | | m³

3 | Storage Capacity Ratio | R_Sto | % | 90.13 | 90.13 | 90.13 | 90.13 | 99.53 | 100.00 | 0 | 0 | 0 | 0 | | %

4 | Vapor Space Ratio | R_vapor | % | 9.87 | 9.87 | 9.87 | 9.87 | 0.47 | 0.00 | 0 | 0 | 0 | 0 | | %

10 | A. WEIGHT SUMMARY | | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |

11 | SHELL PLATE | Ws | Ton | 373.962 | 319.336 | 318.935 | 318.935 | 625.87 | 364.479 | 0 | 0 | 0 | 0 | | Ton

12 | UPPER COLUMN (PLATE) | Wuc | Ton | 13.797 | 13.819 | 13.819 | 13.819 | 32.29 | 13.783 | 0 | 0 | 0 | 0 | | Ton

13 | LOWER COLUMN (PIPE) | Wc | Ton | 22.952 | 22.934 | 22.934 | 22.934 | 56.399 | 33.093 | 0 | 0 | 0 | 0 | | Ton

14 | CROSS BRACE (PIPE) | Wb | Ton | 15.561 | 15.547 | 15.547 | 15.547 | 38.778 | 20.497 | 0 | 0 | 0 | 0 | | Ton

15 | ROOF PLATFORM & STAIRWAY | Wr | Ton | 20.657 | 20.641 | 20.641 | 20.641 | 50.759 | 29.784 | 0 | 0 | 0 | 0 | | Ton

16 | WATER SPRAY AND ATTACHMENT | Wsp | Ton | 18.362 | 18.347 | 18.347 | 18.347 | 45.119 | 26.474 | 0 | 0 | 0 | 0 | | Ton

17 | MANHOLE & NOZZLE | Wn | Ton | 16.3 | 16.3 | 16.3 | 16.3 | 19.5 | 16.3 | 0 | 0 | 0 | 0 | | Ton

18 | INTERNAL LADDER & ATTACHMENT | Wi | Ton | 12.861 | 12.861 | 12.861 | 12.861 | 15.386 | 12.861 | 0 | 0 | 0 | 0 | | Ton

19 | ANCHOR BOLT/NUT | Wa | Ton | 3.18 | 3.18 | 3.18 | 3.18 | 4.452 | 3.18 | 0 | 0 | 0 | 0 | | Ton

20 | COLUMN FIRE PROOFING | Win | Ton | 40.3 | 40.3 | 40.3 | 40.3 | 70.5 | 40.3 | 0 | 0 | 0 | 0 | | Ton

21 | BLANK 1 | W_1 | Ton | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | Ton

22 | BLANK 2 | W_2 | Ton | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | Ton

23 | BLANK 3 | W_3 | Ton | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | Ton

24 | BLANK 4 | W_4 | Ton | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | Ton

25 | BLANK 5 | W_5 | Ton | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | Ton

26 | Lower-Column O.D | Dcol | mm | 914.4 | 914.4 | 914.4 | 914.4 | 1066.8 | 914.4 | 0 | 0 | 0 | 0 | | Ton

27 | Lower-Column Thickness | Tcol | mm | 14 | 14 | 14 | 14 | 16 | 14 | 0 | 0 | 0 | 0 | | Ton

28 | Cross-Brace O.D | Dbrace | mm | 273.1 | 273.1 | 273.1 | 273.1 | 323.5 | 273.1 | 0 | 0 | 0 | 0 | | Ton

29 | Cross-Brace Thickness | Tbrace | mm | 12.7 | 12.7 | 12.7 | 12.7 | 15.6 | 12.7 | 0 | 0 | 0 | 0 | | Ton

30 | ■ EMPTY WEIGHT (1 Unit) | We | Ton | 537.93 | 483.27 | 482.86 | 482.86 | 959.05 | 560.75 | 0 | 0 | 0 | 0 | We = W(1)+ .. +W(10) | Ton

31 | B. LOADING DATA | | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |

32 | 　CONTENTS WEIGHT (at Operating) | Wc | Ton | 1480.67 | 1786.16 | 1720.11 | 1640.29 | 4885.81 | 216.81 | 0 | 0 | 0 | 0 | Wc = Vsto * S.G | Ton

33 | HYDROSTATIC TEST WATER WEIGHT | Wt | Ton | 3053.63 | 3053.63 | 3053.63 | 3053.63 | 8181.23 | 3053.63 | 0 | 0 | 0 | 0 | Wt = Vnom * 1.0 | Ton

34 | 　1) VERTICAL LOAD | | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |

35 | EMPTY WEIGHT | We | Ton | 537.93 | 483.27 | 482.86 | 482.86 | 959.05 | 560.75 | 0 | 0 | 0 | 0 | We = W(1)+ .. +W(10) | Ton

36 | OPERATING WEIGHT | Wo | Ton | 2018.60 | 2269.43 | 2202.97 | 2123.15 | 5844.86 | 777.56 | 0 | 0 | 0 | 0 | Wo = We + Wc | Ton

37 | HYDROSTATIC TEST WEIGHT | Wh | Ton | 3591.56 | 3536.90 | 3536.49 | 3536.49 | 9140.28 | 3614.38 | 0 | 0 | 0 | 0 | Wh = We + Wt | Ton

38 | 　2) HORIZONTAL LOAD | | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |

39 | SEISMIC FACTOR (CS=0.29 Fix) | CS | | 0.29 | 0.29 | 0.29 | 0.29 | 0.29 | 0.29 | 0 | 0 | 0 | 0 | |

40 | SEISMIC LOAD (Base Shear) Vs = CS x Wo | Vs | Ton | 585.39 | 658.13 | 638.86 | 615.71 | 1695.01 | 225.49 | 0 | 0 | 0 | 0 | Vs = CS x Wo | Ton

41 | WIND LOAD (Base Shear) | Vw | Ton | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | Ton

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Tank No. [T-3201(4)] EACH TANK SEGMENT 정보

1 SEGMENT 각도 ( From Bottom ) eachSegMent mySeg_0

2 누적각도 mySeg_0

3 WELD SEAM 까지 수두높이(운전 DLL 기준) mySeg_0

4 WELD SEAM 까지 수두높이 (수압 HTL 기준) mySeg_0

5 tdReq mySeg_0

6 teReq mySeg_0

7 tMawp mySeg_0

8 tMap mySeg_0

9 BLANK mySeg_0

10 tUsed mySeg_0

11 각 단의 높이 mySeg_0

12 각단의 표면적 mySeg_0

13 각단의 중량 mySeg_0

14 BLANK mySeg_0

Tank No. [T-3205(3)] EACH TANK SEGMENT 정보

1 SEGMENT 각도 ( From Bottom ) eachSegMent mySeg_1

2 누적각도 mySeg_1

3 WELD SEAM 까지 수두높이(운전 DLL 기준) mySeg_1

4 WELD SEAM 까지 수두높이 (수압 HTL 기준) mySeg_1

5 tdReq mySeg_1

6 teReq mySeg_1

7 tMawp mySeg_1

8 tMap mySeg_1

9 BLANK mySeg_1

10 tUsed mySeg_1

11 각 단의 높이 mySeg_1

12 각단의 표면적 mySeg_1

13 각단의 중량 mySeg_1

14 BLANK mySeg_1

Tank No. [T-3208(3)] EACH TANK SEGMENT 정보

1 SEGMENT 각도 ( From Bottom ) eachSegMent mySeg_2

2 누적각도 mySeg_2

3 WELD SEAM 까지 수두높이(운전 DLL 기준) mySeg_2

4 WELD SEAM 까지 수두높이 (수압 HTL 기준) mySeg_2

5 tdReq mySeg_2

6 teReq mySeg_2

7 tMawp mySeg_2

8 tMap mySeg_2

9 BLANK mySeg_2

10 tUsed mySeg_2

11 각 단의 높이 mySeg_2

12 각단의 표면적 mySeg_2

13 각단의 중량 mySeg_2

14 BLANK mySeg_2

Tank No. [T-3213(3)] EACH TANK SEGMENT 정보

1 SEGMENT 각도 ( From Bottom ) eachSegMent mySeg_3

2 누적각도 mySeg_3

3 WELD SEAM 까지 수두높이(운전 DLL 기준) mySeg_3

4 WELD SEAM 까지 수두높이 (수압 HTL 기준) mySeg_3

5 tdReq mySeg_3

6 teReq mySeg_3

7 tMawp mySeg_3

8 tMap mySeg_3

9 BLANK mySeg_3

10 tUsed mySeg_3

11 각 단의 높이 mySeg_3

12 각단의 표면적 mySeg_3

13 각단의 중량 mySeg_3

14 BLANK mySeg_3

Tank No. [TKK] EACH TANK SEGMENT 정보

1 SEGMENT 각도 ( From Bottom ) eachSegMent mySeg_4

2 누적각도 mySeg_4

3 WELD SEAM 까지 수두높이(운전 DLL 기준) mySeg_4

4 WELD SEAM 까지 수두높이 (수압 HTL 기준) mySeg_4

5 tdReq mySeg_4

6 teReq mySeg_4

7 tMawp mySeg_4

8 tMap mySeg_4

9 BLANK mySeg_4

10 tUsed mySeg_4

11 각 단의 높이 mySeg_4

12 각단의 표면적 mySeg_4

13 각단의 중량 mySeg_4

14 BLANK mySeg_4

Tank No. [LH 2] EACH TANK SEGMENT 정보

1 SEGMENT 각도 ( From Bottom ) eachSegMent mySeg_5

2 누적각도 mySeg_5

3 WELD SEAM 까지 수두높이(운전 DLL 기준) mySeg_5

4 WELD SEAM 까지 수두높이 (수압 HTL 기준) mySeg_5

5 tdReq mySeg_5

6 teReq mySeg_5

7 tMawp mySeg_5

8 tMap mySeg_5

9 BLANK mySeg_5

10 tUsed mySeg_5

11 각 단의 높이 mySeg_5

12 각단의 표면적 mySeg_5

13 각단의 중량 mySeg_5

14 BLANK mySeg_5

DIv id=dbgWindow DEGUG WINDOW

시작시간 = [2025-04-07 19:20:52.0412]
종료시간 = [2025-04-07 19:20:52.0425]

번호	0 sid	1 SYMBOL	2 UNIT	3 DESCR
1	0	PUnit	kg/cm²	0 \| kg/cm² \| 입력 압력단위 (Pressue Input Unit) = kg/cm² \|

재질을 선택하세요, Unit : MPa
MATERIAL	Min. St	Min. Sy	Div.1 S	Div.2 S
SA516-60	410	215	118
SA516-70	485	260	138
SA537-CL1	485	345	138
SA537-CL2	550	415	158
SA553-TYPE1	690	585	187
SA240-304	515	205	138
SA240-304L	485	170	115
SA240-316	515	205	138
SA240-316L	485	170	115
[ Close ]

id=inputArea [Input Table]	id=tArea [Calclation Result]	id=aStress [Allowable Stress Table]	id=cpArea [Capacity Resilt]	id=wtArea [Weight Summary]
AAAAA	AAAAA	AAAAA	AAAAA	AAAAA

wtSumArea	cpSumArea
0 \| Nominal Capacity [공칭용량] \| V_nom \| m³ \| 3053.63 \| 3053.63 \| 3053.63 \| 3053.63 \| 8181.23 \| 3053.63 \| 0 \| 0 \| 0 \| 0 \| \| m³
1 \| Storage Capacity [저장용량] \| V_sto \| m³ \| 2752.17 \| 2752.17 \| 2752.17 \| 2752.17 \| 8143.01 \| 3053.63 \| 0 \| 0 \| 0 \| 0 \| \| m³
2 \| Vapor Space Capacity \| V_hil \| m³ \| 301.46 \| 301.46 \| 301.46 \| 301.46 \| 38.22 \| 0.00 \| 0 \| 0 \| 0 \| 0 \| \| m³
3 \| Storage Capacity Ratio \| R_Sto \| % \| 90.13 \| 90.13 \| 90.13 \| 90.13 \| 99.53 \| 100.00 \| 0 \| 0 \| 0 \| 0 \| \| %
4 \| Vapor Space Ratio \| R_vapor \| % \| 9.87 \| 9.87 \| 9.87 \| 9.87 \| 0.47 \| 0.00 \| 0 \| 0 \| 0 \| 0 \| \| %
10 \| A. WEIGHT SUMMARY \| \| \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| \|
11 \| SHELL PLATE \| Ws \| Ton \| 373.962 \| 319.336 \| 318.935 \| 318.935 \| 625.87 \| 364.479 \| 0 \| 0 \| 0 \| 0 \| \| Ton
12 \| UPPER COLUMN (PLATE) \| Wuc \| Ton \| 13.797 \| 13.819 \| 13.819 \| 13.819 \| 32.29 \| 13.783 \| 0 \| 0 \| 0 \| 0 \| \| Ton
13 \| LOWER COLUMN (PIPE) \| Wc \| Ton \| 22.952 \| 22.934 \| 22.934 \| 22.934 \| 56.399 \| 33.093 \| 0 \| 0 \| 0 \| 0 \| \| Ton
14 \| CROSS BRACE (PIPE) \| Wb \| Ton \| 15.561 \| 15.547 \| 15.547 \| 15.547 \| 38.778 \| 20.497 \| 0 \| 0 \| 0 \| 0 \| \| Ton
15 \| ROOF PLATFORM & STAIRWAY \| Wr \| Ton \| 20.657 \| 20.641 \| 20.641 \| 20.641 \| 50.759 \| 29.784 \| 0 \| 0 \| 0 \| 0 \| \| Ton
16 \| WATER SPRAY AND ATTACHMENT \| Wsp \| Ton \| 18.362 \| 18.347 \| 18.347 \| 18.347 \| 45.119 \| 26.474 \| 0 \| 0 \| 0 \| 0 \| \| Ton
17 \| MANHOLE & NOZZLE \| Wn \| Ton \| 16.3 \| 16.3 \| 16.3 \| 16.3 \| 19.5 \| 16.3 \| 0 \| 0 \| 0 \| 0 \| \| Ton
18 \| INTERNAL LADDER & ATTACHMENT \| Wi \| Ton \| 12.861 \| 12.861 \| 12.861 \| 12.861 \| 15.386 \| 12.861 \| 0 \| 0 \| 0 \| 0 \| \| Ton
19 \| ANCHOR BOLT/NUT \| Wa \| Ton \| 3.18 \| 3.18 \| 3.18 \| 3.18 \| 4.452 \| 3.18 \| 0 \| 0 \| 0 \| 0 \| \| Ton
20 \| COLUMN FIRE PROOFING \| Win \| Ton \| 40.3 \| 40.3 \| 40.3 \| 40.3 \| 70.5 \| 40.3 \| 0 \| 0 \| 0 \| 0 \| \| Ton
21 \| BLANK 1 \| W_1 \| Ton \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| \| Ton
22 \| BLANK 2 \| W_2 \| Ton \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| \| Ton
23 \| BLANK 3 \| W_3 \| Ton \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| \| Ton
24 \| BLANK 4 \| W_4 \| Ton \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| \| Ton
25 \| BLANK 5 \| W_5 \| Ton \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| \| Ton
26 \| Lower-Column O.D \| Dcol \| mm \| 914.4 \| 914.4 \| 914.4 \| 914.4 \| 1066.8 \| 914.4 \| 0 \| 0 \| 0 \| 0 \| \| Ton
27 \| Lower-Column Thickness \| Tcol \| mm \| 14 \| 14 \| 14 \| 14 \| 16 \| 14 \| 0 \| 0 \| 0 \| 0 \| \| Ton
28 \| Cross-Brace O.D \| Dbrace \| mm \| 273.1 \| 273.1 \| 273.1 \| 273.1 \| 323.5 \| 273.1 \| 0 \| 0 \| 0 \| 0 \| \| Ton
29 \| Cross-Brace Thickness \| Tbrace \| mm \| 12.7 \| 12.7 \| 12.7 \| 12.7 \| 15.6 \| 12.7 \| 0 \| 0 \| 0 \| 0 \| \| Ton
30 \| ■ EMPTY WEIGHT (1 Unit) \| We \| Ton \| 537.93 \| 483.27 \| 482.86 \| 482.86 \| 959.05 \| 560.75 \| 0 \| 0 \| 0 \| 0 \| We = W(1)+ .. +W(10) \| Ton
31 \| B. LOADING DATA \| \| \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| \|
32 \| 　CONTENTS WEIGHT (at Operating) \| Wc \| Ton \| 1480.67 \| 1786.16 \| 1720.11 \| 1640.29 \| 4885.81 \| 216.81 \| 0 \| 0 \| 0 \| 0 \| *Wc = Vsto S.G** \| Ton
33 \| HYDROSTATIC TEST WATER WEIGHT \| Wt \| Ton \| 3053.63 \| 3053.63 \| 3053.63 \| 3053.63 \| 8181.23 \| 3053.63 \| 0 \| 0 \| 0 \| 0 \| *Wt = Vnom 1.0** \| Ton
34 \| 　1) VERTICAL LOAD \| \| \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| \|
35 \| EMPTY WEIGHT \| We \| Ton \| 537.93 \| 483.27 \| 482.86 \| 482.86 \| 959.05 \| 560.75 \| 0 \| 0 \| 0 \| 0 \| We = W(1)+ .. +W(10) \| Ton
36 \| OPERATING WEIGHT \| Wo \| Ton \| 2018.60 \| 2269.43 \| 2202.97 \| 2123.15 \| 5844.86 \| 777.56 \| 0 \| 0 \| 0 \| 0 \| Wo = We + Wc \| Ton
37 \| HYDROSTATIC TEST WEIGHT \| Wh \| Ton \| 3591.56 \| 3536.90 \| 3536.49 \| 3536.49 \| 9140.28 \| 3614.38 \| 0 \| 0 \| 0 \| 0 \| Wh = We + Wt \| Ton
38 \| 　2) HORIZONTAL LOAD \| \| \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| \|
39 \| SEISMIC FACTOR (CS=0.29 Fix) \| CS \| \| 0.29 \| 0.29 \| 0.29 \| 0.29 \| 0.29 \| 0.29 \| 0 \| 0 \| 0 \| 0 \| \|
40 \| SEISMIC LOAD (Base Shear) Vs = CS x Wo \| Vs \| Ton \| 585.39 \| 658.13 \| 638.86 \| 615.71 \| 1695.01 \| 225.49 \| 0 \| 0 \| 0 \| 0 \| Vs = CS x Wo \| Ton
41 \| WIND LOAD (Base Shear) \| Vw \| Ton \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| \| Ton
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