DATA INPUT

Tank No. : SK-01

Di : 14100 mm

HT : 12000 mm

SG : 0.071

MATL : SA240-316L

DLL : 11339 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]

1140.81

1765.20

1755.39

2150.00

588.40

497.80

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

50.70

101.32

44.13

kg/cm²
kPa

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

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

tdReq =

35.25

70.42

39.56

39.48

83.10

39.68

22.07

22.13

9.84

7.47

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

twReq =

37.39

53.25

30.89

75.78

21.40

16.74

15.37

4.36

3.14

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

tmReq =

37.39

53.25

28.26

69.48

21.40

16.74

15.37

4.36

3.14

Req'd Thickness under External Pressue (Pe)

teReq =

14.65

13.6

18.39

18.42

16.58

7.76

17.68

33.05

9.52

5.8

　　　● Max. [Spherical] Used Thickness

tUsed =

38.5

71.5

40.5

84.0

40.5

23.0

34.0

11.0

8.5

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

MSG =

두께64mm초과
Sd 확인필요!

펼치기 전체입력

메세지 창

계산실행 [테스트1] [테스트2]

[엑셀붙여넣기] [휴지통 비우기]

Strength Calculation Output (Each Tank)
각 탱크별 계산결과 보기

SK-01

SK-02

T-3208(3)

T-3213(3)

TKK

알제리

롯데 G1

말레이시아

SN2388

SN2345

NOTE

■ Capacity Calculation Result

■ Simple Calculation Result of Spherical Tank

1. Sphere Tank Capacity

No.

Description

Unit

Symbol

SK-01

SK-02

T-3208(3)

T-3213(3)

TKK

알제리

롯데 G1

말레이시아

SN2388

SN2345

Remark

　No.　

Tank Dia.

Ø(m)

Dia. =

Ø 14.100 m

Ø 17.100 m

Ø 18.000 m

Ø 25.000 m

Ø 11.000 m

Ø 16.840 m

Ø 15.650 m

Ø 12.000 m

Ø 9.000 m

Nominal Capacity [공칭용량]

m³

V_nom =

1467.76

2618.10

3053.63

8181.23

696.91

2500.49

2006.97

904.78

381.70

Storage Capacity [저장용량]

m³

V_sto =

1320.97

2454.93

2752.17

8143.01

538.33

2241.58

1950.43

876.95

370.32

Vapor Space Capacity

m³

V_hil =

146.79

163.17

301.46

38.22

158.58

258.91

56.54

27.83

11.38

Storage Capacity Ratio

R_Sto =

90.00(%)

93.77(%)

90.13(%)

99.53(%)

77.25(%)

89.65(%)

97.18(%)

96.92(%)

97.02(%)

Vapor Space Ratio

R_vapor =

10.00(%)

6.23(%)

9.87(%)

0.47(%)

22.75(%)

10.35(%)

2.82(%)

3.08(%)

2.98(%)

■ Weight Summary

오무리 최소입력

■ Weight Summary per One Unit ( Unit : Ton )

No.	Description	Unit	Symbol	SK-01	SK-02	T-3208(3)	T-3213(3)	TKK	알제리	롯데 G1	말레이시아	SN2388	SN2345	Remark
0,1	A. WEIGHT SUMMARY
1,2	SHELL PLATE	Ton	Ws =	183.825	507.805	318.935	318.935	1268.664	121.299	153.848	205.811	37.638	16.996
2,3	UPPER COLUMN (PLATE)	Ton	Wuc =	4.578	10.679	13.819	13.819	32.372	1.9	6.905	6.648	2.643	1.711
3,4	LOWER COLUMN (PIPE)	Ton	Wc =	12.376	18.454	22.934	22.934	56.334	4.503	13.933	20.978	4.079	3.273
4,5	CROSS BRACE (PIPE)	Ton	Wb =	10.761	15.061	15.547	15.547	38.771	2.853	11.396	16.625	2.83	2.169
5,6	ROOF PLATFORM & STAIRWAY	Ton	Wr =	11.138	16.609	20.641	20.641	50.701	4.053	12.54	18.88	3.671	2.946
6,7	WATER SPRAY AND ATTACHMENT	Ton	Wsp =	9.901	14.763	18.347	18.347	45.067	3.602	11.146	16.782	3.263	2.618
7,8	MANHOLE & NOZZLE	Ton	Wn =	8.1	12.2	16.3	16.3	19.5	8.1	12.2	12.2	8.1	8.1
8,9	INTERNAL LADDER & ATTACHMENT	Ton	Wi =	6.391	9.626	12.861	12.861	15.386	6.391	9.626	9.626	6.391	6.391
9,10	ANCHOR BOLT/NUT	Ton	Wa =	2.544	3.18	3.18	3.18	4.452	1.908	3.18	3.18	2.544	1.908
10,11	COLUMN FIRE PROOFING	Ton	Win =	20.1	30.2	40.3	40.3	70.5	20.1	30.2	30.2	20.1	20.1
16,12	Lower-Column O.D	mm	Dcol =	508.3	812.8	914.4	914.4	1066.8	406.4	609.6	609.6	406.4	406.4
17,13	Lower-Column Thickness	mm	Tcol =	15.1	13	14	14	16	12.7	12.7	12.7	12.7	12.7
18,14	Cross-Brace O.D	mm	Dbrace =	219.1	273.1	273.1	273.1	323.5	168.3	273.1	219.1	168.3	168.3
19,15	Cross-Brace Thickness	mm	Tbrace =	12.7	12.7	12.7	12.7	15.6	7.1	9.3	12.7	7.1	7.1
20,16	■ EMPTY WEIGHT (1 Unit)	Ton	We =	269.71	638.58	482.86	482.86	1601.75	174.71	264.97	340.93	91.26	66.21	We = W(1)+ .. +W(10)
21,17	B. LOADING DATA
22,18	CONTENTS WEIGHT (at Operating)	Ton	Wc =	93.79	1593.25	1720.11	1640.29	4885.81	288.54	1448.06	1212.19	438.48	185.16	*Wc = Vsto S.G**
23,19	HYDROSTATIC TEST WATER WEIGHT	Ton	Wt =	1467.76	2618.1	3053.63	3053.63	8181.23	696.91	2500.49	2006.97	904.78	381.7	*Wt = Vnom 1.0**
24,20	1) VERTICAL LOAD
25,21	EMPTY WEIGHT	Ton	We =	269.71	638.58	482.86	482.86	1601.75	174.71	264.97	340.93	91.26	66.21	We = W(1)+ .. +W(10)
26,22	OPERATING WEIGHT	Ton	Wo =	363.50	2231.83	2202.97	2123.15	6487.56	463.25	1713.03	1553.12	529.74	251.37	Wo = We + Wc
27,23	HYDROSTATIC TEST WEIGHT	Ton	Wh =	1737.47	3256.68	3536.49	3536.49	9782.98	871.62	2765.46	2347.90	996.04	447.91	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	0.29	0.29	0.29	0.29
30,26	SEISMIC LOAD (Base Shear) Vs = CS x Wo	Ton	Vs =	105.41	647.23	638.86	615.71	1881.39	134.34	496.78	450.4	153.62	72.9	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		SK-01	SK-02	T-3208(3)	T-3213(3)	TKK	알제리	롯데 G1	말레이시아	SN2388	SN2345
2	VESSEL DESIGN CODE (ASME SEC. VIII, Div. 1,2)	CODE		DIV. 1	DIV. 1	DIV. 2	DIV. 2	DIV. 2	DIV. 1	DIV. 1	DIV. 1	DIV. 1	DIV. 1
3	STORAGE LIQUID NAME	CONTENT		LH2	LH2	Crude C4	HP Petrochemical	Mixed C4	LPG	C4	1.3 BUTADIENE	LNG FUEL	LNG FUEL
4	DESIGN SPECIFIC GRAVITY	SG		0.071	0.649	0.625	0.596	0.6	0.536	0.646	0.6215	0.5	0.5
5	MATERIAL OF SHELL PLATE	MATL		SA240-316L	SA516-60	SA537-CL2	SA537-CL2	SA516-65	SA537-CL2	SA516-70	SA516-70	SA553-TYPE1	SA553-TYPE1
6	DESIGN TEMPERATURE (Max.)	DTEMP	℃	70	70	70	70	87	100	80	68	40	40	℃
7	ALLOWABLE STRESS at Deisin(Operaing)	Sd	MPa	115.00	118.00	230.00	230.00	148.49	158.00	138.00	138.00	187.00	187.00	MPa
8	TANK INSIDE DIAMETER	Di	mm	14100	17100	18000	18000	25000	11000	16840	15650	12000	9000	mm
9	CORROSION ALLOWANCE (SHELL)	CA	mm	0	3.0	3.2	3.2	3.0	1.5	1.5	3.0	1	1	mm
-SdAry[0][j]	Min. Tensile Strength	St =	MPa	485.00	415.00	550.00	550.00	450.00	550.00	485.00	485.00	690.00	690.00	MPa
-SdAry[1][j]	Min. Yield Strength	Sy =	MPa	170.00	220.00	415.00	415.00	240.00	415.00	260.00	260.00	585.00	585.00	MPa
-SdAry[2][j]	Allowable Stress at Test(amb.) Temperature(-15℃~30℃)	St =	MPa	115.00	118.00	230.00	230.00	161.00	158.00	138.00	138.00	187.00	187.00	MPa
-SdAry[3][j]	Allowable Stress at Design Temperature	S =	MPa	115.00	118.00	230.00	230.00	148.49	158.00	138.00	138.00	187.00	187.00	MPa
-SdAry[4][j]	Allowable Stress at Hydrostatic-Test Condition	Syt =	MPa	153.00	198.00	394.25	394.25	228.00	373.50	234.00	234.00	526.50	526.50	MPa
-SdAry[5][j]	Lowest Stress Ratio for MAWP(MAP), LSR=St/S	LSR =	St/S	1.000	1.000	1.000	1.000	1.084	1.000	1.000	1.000	1.000	1.000	St/S
-SdAry[6][j]	■ Column / Brace Information
-SdAry[7][j]	Column Quantity	CQTY =	EA	8	10	10	10	14	6	10	10	8	6	EA
-SdAry[8][j]	Column Pitch Circle Diameter(P.C.D)	PCD =	mm	Ø13920	Ø16830	Ø17620	Ø17620	Ø24630	Ø10880	Ø16580	Ø15390	Ø11820	Ø8810	mm
-SdAry[9][j]	Lower Column Size	COL_SIZE =	mm	Ø508.3x15.1	Ø812.8x13	Ø914.4x14	Ø914.4x14	Ø1066.8x16	Ø406.4x12.7	Ø609.6x12.7	Ø609.6x12.7	Ø406.4x12.7	Ø406.4x12.7	mm
-SdAry[10][j]	Cross Brace Size	BRA_SIZE =	mm	Ø219.1x12.7	Ø273.1x12.7	Ø273.1x12.7	Ø273.1x12.7	Ø323.5x15.6	Ø168.3x7.1	Ø273.1x9.3	Ø219.1x12.7	Ø168.3x7.1	Ø168.3x7.1	mm
-SdAry[11][j]	Stress Ratio of Lower Column(at Operating)	SR_Oper =	< 1.0 OK	0.053	0.473	0.409	0.39	0.605	0.286	0.527	0.486	0.307	0.174	< 1.0 OK
-SdAry[12][j]	Stress Ratio of Lower Column(at Hydrostatic-Test)	SR_Hydro =	< 1.0 OK	0.658	0.587	0.561	0.561	0.812	0.605	0.797	0.705	0.555	0.315	< 1.0 OK
-SdAry[13][j]	■ Hydrostatic Test Pressure Check
-SdAry[14][j]	MAWP (Hot & Corroded Condition)	MAWP =	MPa	1.173	1.791	1.826	1.826	1.788	2.237	0.622	1.092	0.592	0.623	MPa
-SdAry[15][j]	MAP (New & Cold Condition)	MAP =	MPa	1.173	1.874	1.989	1.989	2.016	2.323	0.672	1.198	0.654	0.706	MPa
-SdAry[16][j]	Hydro-Test Gauge Setting Pressure(MAWP) (Hot & Corroded Condition)	GSP.MAWP =	MPa	1.525	2.328	2.611	2.611	2.557	2.908	0.809	1.42	0.77	0.81	MPa
-SdAry[17][j]	Hydro-Test Gauge Setting Pressure(MAWP) (New & Cold Condition)	GSP.MAP =	MPa	1.525	2.436	2.844	2.844	3.125	3.02	0.874	1.557	0.85	0.918	MPa
-SdAry[18][j]	Tank Top Head Thickness	tMin(top) =	mm	36.0	68.0	39.0	39.0	78.5	40.5	20.5	34.0	10.5	8.5	mm
-SdAry[19][j]	Tank Bottom Plate Thickness	tMax(tBtm) =	mm	38.5	71.5	40.5	40.5	84.0	40.5	23.0	34.0	11.0	8.5	mm
-SdAry[20][j]	[SPARE]	SPARE =	SPARE											SPARE
-SdAry[21][j]	Design Internal Pressure	Pi =	Mpa	1.14080759	1.765197	1.765197	1.765197	1.75539035	2.15000014	0.588399	0.588399	0.49779997	0.49779997	Mpa
-SdAry[22][j]	Design External Pressure	Pe =	Mpa	0.10132496	0.10132496	0.10132496	0.10132496	0.10296983	0.10296983	0.05070038	0.10132496	0.04412993	0.04412993	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 | 1467.76 | 2618.10 | 3053.63 | 3053.63 | 8181.23 | 696.91 | 2500.49 | 2006.97 | 904.78 | 381.70 | | m³

1 | Storage Capacity [저장용량] | V_sto | m³ | 1320.97 | 2454.93 | 2752.17 | 2752.17 | 8143.01 | 538.33 | 2241.58 | 1950.43 | 876.95 | 370.32 | | m³

2 | Vapor Space Capacity | V_hil | m³ | 146.79 | 163.17 | 301.46 | 301.46 | 38.22 | 158.58 | 258.91 | 56.54 | 27.83 | 11.38 | | m³

3 | Storage Capacity Ratio | R_Sto | % | 90.00 | 93.77 | 90.13 | 90.13 | 99.53 | 77.25 | 89.65 | 97.18 | 96.92 | 97.02 | | %

4 | Vapor Space Ratio | R_vapor | % | 10.00 | 6.23 | 9.87 | 9.87 | 0.47 | 22.75 | 10.35 | 2.82 | 3.08 | 2.98 | | %

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

11 | SHELL PLATE | Ws | Ton | 183.825 | 507.805 | 318.935 | 318.935 | 1268.664 | 121.299 | 153.848 | 205.811 | 37.638 | 16.996 | | Ton

12 | UPPER COLUMN (PLATE) | Wuc | Ton | 4.578 | 10.679 | 13.819 | 13.819 | 32.372 | 1.9 | 6.905 | 6.648 | 2.643 | 1.711 | | Ton

13 | LOWER COLUMN (PIPE) | Wc | Ton | 12.376 | 18.454 | 22.934 | 22.934 | 56.334 | 4.503 | 13.933 | 20.978 | 4.079 | 3.273 | | Ton

14 | CROSS BRACE (PIPE) | Wb | Ton | 10.761 | 15.061 | 15.547 | 15.547 | 38.771 | 2.853 | 11.396 | 16.625 | 2.83 | 2.169 | | Ton

15 | ROOF PLATFORM & STAIRWAY | Wr | Ton | 11.138 | 16.609 | 20.641 | 20.641 | 50.701 | 4.053 | 12.54 | 18.88 | 3.671 | 2.946 | | Ton

16 | WATER SPRAY AND ATTACHMENT | Wsp | Ton | 9.901 | 14.763 | 18.347 | 18.347 | 45.067 | 3.602 | 11.146 | 16.782 | 3.263 | 2.618 | | Ton

17 | MANHOLE & NOZZLE | Wn | Ton | 8.1 | 12.2 | 16.3 | 16.3 | 19.5 | 8.1 | 12.2 | 12.2 | 8.1 | 8.1 | | Ton

18 | INTERNAL LADDER & ATTACHMENT | Wi | Ton | 6.391 | 9.626 | 12.861 | 12.861 | 15.386 | 6.391 | 9.626 | 9.626 | 6.391 | 6.391 | | Ton

19 | ANCHOR BOLT/NUT | Wa | Ton | 2.544 | 3.18 | 3.18 | 3.18 | 4.452 | 1.908 | 3.18 | 3.18 | 2.544 | 1.908 | | Ton

20 | COLUMN FIRE PROOFING | Win | Ton | 20.1 | 30.2 | 40.3 | 40.3 | 70.5 | 20.1 | 30.2 | 30.2 | 20.1 | 20.1 | | 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 | 508.3 | 812.8 | 914.4 | 914.4 | 1066.8 | 406.4 | 609.6 | 609.6 | 406.4 | 406.4 | | Ton

27 | Lower-Column Thickness | Tcol | mm | 15.1 | 13 | 14 | 14 | 16 | 12.7 | 12.7 | 12.7 | 12.7 | 12.7 | | Ton

28 | Cross-Brace O.D | Dbrace | mm | 219.1 | 273.1 | 273.1 | 273.1 | 323.5 | 168.3 | 273.1 | 219.1 | 168.3 | 168.3 | | Ton

29 | Cross-Brace Thickness | Tbrace | mm | 12.7 | 12.7 | 12.7 | 12.7 | 15.6 | 7.1 | 9.3 | 12.7 | 7.1 | 7.1 | | Ton

30 | ■ EMPTY WEIGHT (1 Unit) | We | Ton | 269.71 | 638.58 | 482.86 | 482.86 | 1601.75 | 174.71 | 264.97 | 340.93 | 91.26 | 66.21 | 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 | 93.79 | 1593.25 | 1720.11 | 1640.29 | 4885.81 | 288.54 | 1448.06 | 1212.19 | 438.48 | 185.16 | Wc = Vsto * S.G | Ton

33 | HYDROSTATIC TEST WATER WEIGHT | Wt | Ton | 1467.76 | 2618.1 | 3053.63 | 3053.63 | 8181.23 | 696.91 | 2500.49 | 2006.97 | 904.78 | 381.7 | Wt = Vnom * 1.0 | Ton

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

35 | EMPTY WEIGHT | We | Ton | 269.71 | 638.58 | 482.86 | 482.86 | 1601.75 | 174.71 | 264.97 | 340.93 | 91.26 | 66.21 | We = W(1)+ .. +W(10) | Ton

36 | OPERATING WEIGHT | Wo | Ton | 363.50 | 2231.83 | 2202.97 | 2123.15 | 6487.56 | 463.25 | 1713.03 | 1553.12 | 529.74 | 251.37 | Wo = We + Wc | Ton

37 | HYDROSTATIC TEST WEIGHT | Wh | Ton | 1737.47 | 3256.68 | 3536.49 | 3536.49 | 9782.98 | 871.62 | 2765.46 | 2347.90 | 996.04 | 447.91 | 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 | 0.29 | 0.29 | 0.29 | 0.29 | |

40 | SEISMIC LOAD (Base Shear) Vs = CS x Wo | Vs | Ton | 105.41 | 647.23 | 638.86 | 615.71 | 1881.39 | 134.34 | 496.78 | 450.4 | 153.62 | 72.9 | Vs = CS x Wo | Ton

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

AAAAAAAAAA AA

Tank No. [SK-01] 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. [SK-02] 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. [알제리] 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

Tank No. [롯데 G1] EACH TANK SEGMENT 정보

1 SEGMENT 각도 ( From Bottom ) eachSegMent mySeg_6

2 누적각도 mySeg_6

3 WELD SEAM 까지 수두높이(운전 DLL 기준) mySeg_6

4 WELD SEAM 까지 수두높이 (수압 HTL 기준) mySeg_6

5 tdReq mySeg_6

6 teReq mySeg_6

7 tMawp mySeg_6

8 tMap mySeg_6

9 BLANK mySeg_6

10 tUsed mySeg_6

11 각 단의 높이 mySeg_6

12 각단의 표면적 mySeg_6

13 각단의 중량 mySeg_6

14 BLANK mySeg_6

Tank No. [말레이시아] EACH TANK SEGMENT 정보

1 SEGMENT 각도 ( From Bottom ) eachSegMent mySeg_7

2 누적각도 mySeg_7

3 WELD SEAM 까지 수두높이(운전 DLL 기준) mySeg_7

4 WELD SEAM 까지 수두높이 (수압 HTL 기준) mySeg_7

5 tdReq mySeg_7

6 teReq mySeg_7

7 tMawp mySeg_7

8 tMap mySeg_7

9 BLANK mySeg_7

10 tUsed mySeg_7

11 각 단의 높이 mySeg_7

12 각단의 표면적 mySeg_7

13 각단의 중량 mySeg_7

14 BLANK mySeg_7

Tank No. [SN2388] EACH TANK SEGMENT 정보

1 SEGMENT 각도 ( From Bottom ) eachSegMent mySeg_8

2 누적각도 mySeg_8

3 WELD SEAM 까지 수두높이(운전 DLL 기준) mySeg_8

4 WELD SEAM 까지 수두높이 (수압 HTL 기준) mySeg_8

5 tdReq mySeg_8

6 teReq mySeg_8

7 tMawp mySeg_8

8 tMap mySeg_8

9 BLANK mySeg_8

10 tUsed mySeg_8

11 각 단의 높이 mySeg_8

12 각단의 표면적 mySeg_8

13 각단의 중량 mySeg_8

14 BLANK mySeg_8

Tank No. [SN2345] EACH TANK SEGMENT 정보

1 SEGMENT 각도 ( From Bottom ) eachSegMent mySeg_9

2 누적각도 mySeg_9

3 WELD SEAM 까지 수두높이(운전 DLL 기준) mySeg_9

4 WELD SEAM 까지 수두높이 (수압 HTL 기준) mySeg_9

5 tdReq mySeg_9

6 teReq mySeg_9

7 tMawp mySeg_9

8 tMap mySeg_9

9 BLANK mySeg_9

10 tUsed mySeg_9

11 각 단의 높이 mySeg_9

12 각단의 표면적 mySeg_9

13 각단의 중량 mySeg_9

14 BLANK mySeg_9

DIv id=dbgWindow DEGUG WINDOW

시작시간 = [2025-04-06 23:45:11.0130]
종료시간 = [2025-04-06 23:45:11.0142]

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 \| 1467.76 \| 2618.10 \| 3053.63 \| 3053.63 \| 8181.23 \| 696.91 \| 2500.49 \| 2006.97 \| 904.78 \| 381.70 \| \| m³
1 \| Storage Capacity [저장용량] \| V_sto \| m³ \| 1320.97 \| 2454.93 \| 2752.17 \| 2752.17 \| 8143.01 \| 538.33 \| 2241.58 \| 1950.43 \| 876.95 \| 370.32 \| \| m³
2 \| Vapor Space Capacity \| V_hil \| m³ \| 146.79 \| 163.17 \| 301.46 \| 301.46 \| 38.22 \| 158.58 \| 258.91 \| 56.54 \| 27.83 \| 11.38 \| \| m³
3 \| Storage Capacity Ratio \| R_Sto \| % \| 90.00 \| 93.77 \| 90.13 \| 90.13 \| 99.53 \| 77.25 \| 89.65 \| 97.18 \| 96.92 \| 97.02 \| \| %
4 \| Vapor Space Ratio \| R_vapor \| % \| 10.00 \| 6.23 \| 9.87 \| 9.87 \| 0.47 \| 22.75 \| 10.35 \| 2.82 \| 3.08 \| 2.98 \| \| %
10 \| A. WEIGHT SUMMARY \| \| \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| \|
11 \| SHELL PLATE \| Ws \| Ton \| 183.825 \| 507.805 \| 318.935 \| 318.935 \| 1268.664 \| 121.299 \| 153.848 \| 205.811 \| 37.638 \| 16.996 \| \| Ton
12 \| UPPER COLUMN (PLATE) \| Wuc \| Ton \| 4.578 \| 10.679 \| 13.819 \| 13.819 \| 32.372 \| 1.9 \| 6.905 \| 6.648 \| 2.643 \| 1.711 \| \| Ton
13 \| LOWER COLUMN (PIPE) \| Wc \| Ton \| 12.376 \| 18.454 \| 22.934 \| 22.934 \| 56.334 \| 4.503 \| 13.933 \| 20.978 \| 4.079 \| 3.273 \| \| Ton
14 \| CROSS BRACE (PIPE) \| Wb \| Ton \| 10.761 \| 15.061 \| 15.547 \| 15.547 \| 38.771 \| 2.853 \| 11.396 \| 16.625 \| 2.83 \| 2.169 \| \| Ton
15 \| ROOF PLATFORM & STAIRWAY \| Wr \| Ton \| 11.138 \| 16.609 \| 20.641 \| 20.641 \| 50.701 \| 4.053 \| 12.54 \| 18.88 \| 3.671 \| 2.946 \| \| Ton
16 \| WATER SPRAY AND ATTACHMENT \| Wsp \| Ton \| 9.901 \| 14.763 \| 18.347 \| 18.347 \| 45.067 \| 3.602 \| 11.146 \| 16.782 \| 3.263 \| 2.618 \| \| Ton
17 \| MANHOLE & NOZZLE \| Wn \| Ton \| 8.1 \| 12.2 \| 16.3 \| 16.3 \| 19.5 \| 8.1 \| 12.2 \| 12.2 \| 8.1 \| 8.1 \| \| Ton
18 \| INTERNAL LADDER & ATTACHMENT \| Wi \| Ton \| 6.391 \| 9.626 \| 12.861 \| 12.861 \| 15.386 \| 6.391 \| 9.626 \| 9.626 \| 6.391 \| 6.391 \| \| Ton
19 \| ANCHOR BOLT/NUT \| Wa \| Ton \| 2.544 \| 3.18 \| 3.18 \| 3.18 \| 4.452 \| 1.908 \| 3.18 \| 3.18 \| 2.544 \| 1.908 \| \| Ton
20 \| COLUMN FIRE PROOFING \| Win \| Ton \| 20.1 \| 30.2 \| 40.3 \| 40.3 \| 70.5 \| 20.1 \| 30.2 \| 30.2 \| 20.1 \| 20.1 \| \| 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 \| 508.3 \| 812.8 \| 914.4 \| 914.4 \| 1066.8 \| 406.4 \| 609.6 \| 609.6 \| 406.4 \| 406.4 \| \| Ton
27 \| Lower-Column Thickness \| Tcol \| mm \| 15.1 \| 13 \| 14 \| 14 \| 16 \| 12.7 \| 12.7 \| 12.7 \| 12.7 \| 12.7 \| \| Ton
28 \| Cross-Brace O.D \| Dbrace \| mm \| 219.1 \| 273.1 \| 273.1 \| 273.1 \| 323.5 \| 168.3 \| 273.1 \| 219.1 \| 168.3 \| 168.3 \| \| Ton
29 \| Cross-Brace Thickness \| Tbrace \| mm \| 12.7 \| 12.7 \| 12.7 \| 12.7 \| 15.6 \| 7.1 \| 9.3 \| 12.7 \| 7.1 \| 7.1 \| \| Ton
30 \| ■ EMPTY WEIGHT (1 Unit) \| We \| Ton \| 269.71 \| 638.58 \| 482.86 \| 482.86 \| 1601.75 \| 174.71 \| 264.97 \| 340.93 \| 91.26 \| 66.21 \| 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 \| 93.79 \| 1593.25 \| 1720.11 \| 1640.29 \| 4885.81 \| 288.54 \| 1448.06 \| 1212.19 \| 438.48 \| 185.16 \| *Wc = Vsto S.G** \| Ton
33 \| HYDROSTATIC TEST WATER WEIGHT \| Wt \| Ton \| 1467.76 \| 2618.1 \| 3053.63 \| 3053.63 \| 8181.23 \| 696.91 \| 2500.49 \| 2006.97 \| 904.78 \| 381.7 \| *Wt = Vnom 1.0** \| Ton
34 \| 　1) VERTICAL LOAD \| \| \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| \|
35 \| EMPTY WEIGHT \| We \| Ton \| 269.71 \| 638.58 \| 482.86 \| 482.86 \| 1601.75 \| 174.71 \| 264.97 \| 340.93 \| 91.26 \| 66.21 \| We = W(1)+ .. +W(10) \| Ton
36 \| OPERATING WEIGHT \| Wo \| Ton \| 363.50 \| 2231.83 \| 2202.97 \| 2123.15 \| 6487.56 \| 463.25 \| 1713.03 \| 1553.12 \| 529.74 \| 251.37 \| Wo = We + Wc \| Ton
37 \| HYDROSTATIC TEST WEIGHT \| Wh \| Ton \| 1737.47 \| 3256.68 \| 3536.49 \| 3536.49 \| 9782.98 \| 871.62 \| 2765.46 \| 2347.90 \| 996.04 \| 447.91 \| 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 \| 0.29 \| 0.29 \| 0.29 \| 0.29 \| \|
40 \| SEISMIC LOAD (Base Shear) Vs = CS x Wo \| Vs \| Ton \| 105.41 \| 647.23 \| 638.86 \| 615.71 \| 1881.39 \| 134.34 \| 496.78 \| 450.4 \| 153.62 \| 72.9 \| Vs = CS x Wo \| Ton
41 \| WIND LOAD (Base Shear) \| Vw \| Ton \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| 0 \| \| Ton
AAAAAAAAAA	AA

번호	0 sid	1 SYMBOL	2 T1	3 T2	4 T3	5 T4	6 T5	7 T6	8 T7	9 T8	10 T9	11 T10
1	1	TNO	SK-01	SK-02	T-3208(3)	T-3213(3)	TKK	알제리	롯데 G1	말레이시아	SN2388	SN2345
2	2	CODE	DIV. 1	DIV. 1	DIV. 2	DIV. 2	DIV. 2	DIV. 1	DIV. 1	DIV. 1	DIV. 1	DIV. 1
3	3	CONTENT	LH2	LH2	Crude C4	HP Petrochemical	Mixed C4	LPG	C4	1.3 BUTADIENE	LNG FUEL	LNG FUEL
4	4	SG	0.071	0.649	0.625	0.596	0.6	0.536	0.646	0.6215	0.5	0.5
5	5	MATL	SA240-316L	SA516-60	SA537-CL2	SA537-CL2	SA516-65	SA537-CL2	SA516-70	SA516-70	SA553-TYPE1	SA553-TYPE1
6	6	DTEMP	70	70	70	70	87	100	80	68	40	40
7	7	Sd	115.00	118.00	230.00	230.00	148.49	158.00	138.00	138.00	197.00	197.00
8	8	Di	14100	17100	18000	18000	25000	11000	16840	15650	12000	9000
9	9	CA	0	3.0	3.2	3.2	3.0	1.5	1.5	3.0	1	1
10	10	HT	12000	11550	12000	12000	15500	9000	11420	15350	7000	7000
11	11	HHLL	11339	14500	14500	14500	24000	7600	13480	14080	10740	8070
12	12	HLL	11339	14100	14100	14100	24000	7600	13480	12520	10740	8070
13	13	LLL	2300	2300	2300	2300	1000	1000	1000	2000	2000	2000
14	14	LLLL	2000	2000	2000	2000	1000	1000	1000	1000	1000	1000
15	15	Pi	11.633	18.0	18.0	18.0	17.9	21.9239	6.0	6.0	5.076147	5.076147
16	16	Pe	1.033227	1.033227	1.033227	1.033227	1.05	1.05	0.517	1.033227	0.45	0.45
17	17	MDMT	-15	-15	-15	-15	-10	-46	-15	-19	-19	-19
18	18	E	1.0	1.0	1.0	1.0	1	1	1	1	1	1
19	19	TQTY	4.0	4.0	4.0	4.0	1	1	10	1	1	1
20	20	CQTY	8	10	10	10	14	6	10	10	8	6
21	21	SQTY	7	9	9	9	10	5	8	8	7	5
22	22	CACB	3.0 / 3.0	3.0 / 3.0	3.0 / 3.0	3.0 / 3.0	3.0 / 3.0	1.5 / 1.5	1.5 / 1.5	1.5 / 1.5	1.5 / 1.5	1.5 / 1.5
23	23	L	64.0	64.0	64.0	64.0	64	64	64	25.4	25.2	25.2