-(*/L- / (&/ *L*L/ -(- TANK PROPERTIES Tank dimensions:
Lenght: Width: Height:
mm 11000 2400 2800
Tank volume: in 433.0709 94.4882 110.2362
50.177 m³ 73.92 m³
effective:
total:
Liquid weight:
51431 kg 51.43 ton
67.88%
Ee!tive !a"a!it#:
With cover plate
!e"
Seam:
$ate%ial "%o"e%ties o& "lates:
$aterial: &tre"" val'e: (la"ticit) $od'l'": *orro"ion allo+ance:
(ensit# o& the liquid: Liquid S"e!i*! g%avit#:
64.8#
$ate%ial "%o"e%ties o& stienings:
36 250 $Pa 36259 "si 200 'Pa 29007 k"si 1.6 mm 0.0630 in 1025 kg)m³ 1.025
$aterial: &tre"" val'e: (la"ticit) $od'l'":
*over plate thic,ne"":
250 36259 200 29007
mm 4.7625
rev. 0 852010
6 $Pa "si 'Pa k"si
rev. 0 852010
6 $Pa "si 'Pa k"si
in 316
-(*/L- / (&/ *L*L/ -(- +OTTO$ PLATE AN( I +EA$ (ESI'N
/ o otto# plate ea#"
ct'al otto# plate thic,ne"":
4 mm ,-./00
in 1 4
i"tance et+een ea#": $ini#'# otto# plate thic,ne"": Sa&et# &a!to%
mm 3632.67 32.28 0-
*L L( H*/(&&;-(<-( L( H*/(&& =$ L( H*/(&& / &&>*-! ea#" #ini#'# re?'ired #o#ent o inertia: 4233.69 !m21
$ate%ial "%o"e%ties o& I +eams:
$aterial:
36 ct'al #o#ent o inertia:
&tre"" val'e: (la"ticit) $od'l'":
$a6imum de7e!tion 83st attem"t9: C"'ge"tion 2.4 ##
250 $Pa 36259 "si 200 'Pa 29007 k"si
I +EA$ T5PE: ct'al height o ea#: Width o ea#:
2.75 mm
$a@i#'# deBection $a@i#'# "tre""
3,4,
W 200 203 102 6.91 233.636
-(*/L- / (&/ *L*L/ -(- +OTTO$ PLATE AN( I +EA$ (ESI'N
/ o otto# plate ea#"
ct'al otto# plate thic,ne"":
4 mm ,-./00
in 1 4
i"tance et+een ea#": $ini#'# otto# plate thic,ne"": Sa&et# &a!to%
mm 3632.67 32.28 0-
*L L( H*/(&&;-(<-( L( H*/(&& =$ L( H*/(&& / &&>*-! ea#" #ini#'# re?'ired #o#ent o inertia: 4233.69 !m21
$ate%ial "%o"e%ties o& I +eams:
$aterial:
36 ct'al #o#ent o inertia:
&tre"" val'e:
250 $Pa 36259 "si 200 'Pa 29007 k"si
(la"ticit) $od'l'":
2.75 mm
$a6imum de7e!tion 83st attem"t9: C"'ge"tion 2.4 ##
Li?'id +eight: =otto# plate +eight: *over plate +eight: otal orceea#:
nior# load on each ea#:
I +EA$ T5PE: ct'al height o ea#: Width o ea#:
51431 kg 1316 kg 987 kg 129363 N
54 N)mm
$a@i#'# deBection $a@i#'# "tre"" Sa&et# &a!to%
3,4,
W 200 203 102 6.91 233.636 3-
$D$$ &-(&&;$D$$ LLW=L( =($ &&>*-!
nior# load on each ea#:
rev. 0 852010
in 143.0184 1.2710 1
!m21
@ 19A3 mm mm mm $Pa
54 N)mm
rev. 0 852010
in 143.0184 1.2710 1
!m21
@ 19A3 mm mm mm $Pa
&-(&&
-(*/L- / (&/ *L*L/ -(- TOP E('E STI;;ENIN' (ESI'N
-atio HL
$ini#'# plate thic,ne"": ct'al plate" thic,ne"":
;%om ta
0.25 mm 19.98 ,-./00
in 0.7866 1 4
*on"tant ala
$a@i#'# deBection o plate Sa&et# &a!to%
0.0
92.81 0-3>
*L L( H*/(&&;-(<-( L( H*/(&& &( L( H*/(&& / &&>*-! Stiening ;%ame: Load per 'nit o lenght: -eaction -1: -eaction -2:
l<)in 224.20 67.261 156.943
$inimum %equi%ed moment o& ine%tia:
To" edge stiening: ct'al #o#ent o inertia:
kg)mm 4.00 1.20 2.80
1699.2320 in21 70727 !m21 !m21 3/1
in21 3.6999
AN'LE T5PE: HeightWidth o ea# =ea# thic,ne""
4 EE @ 101.6 7.94
-(*/L- / (&/ *L*L/ -(- TOP E('E STI;;ENIN' (ESI'N
-atio HL
$ini#'# plate thic,ne"": ct'al plate" thic,ne"":
;%om ta
0.25 mm 19.98 ,-./00
in 0.7866 1 4
*on"tant ala
$a@i#'# deBection o plate Sa&et# &a!to%
0.0
92.81 0-3>
*L L( H*/(&&;-(<-( L( H*/(&& &( L( H*/(&& / &&>*-! Stiening ;%ame: Load per 'nit o lenght: -eaction -1: -eaction -2:
l<)in 224.20 67.261 156.943
$inimum %equi%ed moment o& ine%tia:
To" edge stiening: ct'al #o#ent o inertia:
kg)mm 4.00 1.20 2.80
1699.2320 in21 70727 !m21 !m21 3/1
AN'LE T5PE: HeightWidth o ea# =ea# thic,ne""
in21 3.6999
*L &>>(// @@;-(<-( &>>(// @@ (( &>>(// / &&>*-!
4 EE @ 101.6 7.94
rev. 0 852010
029
12A19 mm mm
rev. 0 852010
029
12A19 mm mm
-(*/L- / (&/ *L*L/ -(- ?ERTI@AL STI;;ENIN' (ESI'N
-atio Hl
;%om ta
2.29
/ o vertical "tiFening":
ct'al plate" thic,ne"":
*on"tant ala
8 mm ,-./
in 1 4
i"tance et+een "tiFening": -e?'ired plate thic,ne"": Sa&et# &a!to%:
0.0 mm 1222.22 9.40 0-
*L L( H*/(&&;-(<-( L( H*/(&& &( L( H*/(&& / &&>*-! Stiening ;%ame "%o"e%ties: Load per 'nit o lenght: -eaction -1: -eaction -2: ?e%ti!al stiening: -e?'ired "ection #od'l'": ct'al "ection #od'l'":
l<)in 224.205 67.261 156.943 !m³ 69 75.4
kg)mm 4.00 1.20 2.80 in³ 4.2115 4.6012
?e%ti!al stiening: /L( !(: 6 EE HeightWidth o ea#: 152.4 =ea# thic,ne"": 12.7 *L &>>(// G@@-(<-( &>>( I(-*L &>>(// &&>*To"=edge stiening: /L( !(:
6
EE
-(*/L- / (&/ *L*L/ -(- ?ERTI@AL STI;;ENIN' (ESI'N
-atio Hl
;%om ta
2.29
/ o vertical "tiFening":
*on"tant ala
8 mm ,-./
ct'al plate" thic,ne"":
i"tance et+een "tiFening": -e?'ired plate thic,ne"": Sa&et# &a!to%:
in 1 4
0.0 mm 1222.22 9.40 0-
*L L( H*/(&&;-(<-( L( H*/(&& &( L( H*/(&& / &&>*-! Stiening ;%ame "%o"e%ties: Load per 'nit o lenght: -eaction -1: -eaction -2:
l<)in 224.205 67.261 156.943
?e%ti!al stiening: -e?'ired "ection #od'l'": ct'al "ection #od'l'": To"=edge stiening: $ini#'# re?'ired #o#ent o inertia: ct'al #o#ent o inertia:
rev. 0 852010
582 in 48.1190 0.3702 ,
29A2 mm mm // G@@
@ 36
!m³ 69 75.4
kg)mm 4.00 1.20 2.80
?e%ti!al stiening: /L( !(: 6 EE HeightWidth o ea#: 152.4 =ea# thic,ne"": 12.7 *L &>>(// G@@-(<-( &>>( I(-*L &>>(// &&>*-
in³ 4.2115 4.6012 !m21 70727 1007
in21 1699.2320 24.1933
To"=edge stiening: /L( !(: 6 EE HeightWidth o ea#: 152.4 =ea# thic,ne"": 15.88 *L &>>(// @@;-(<-( &>>( (( &>>(// / &&>*
rev. 0 852010
582 in 48.1190 0.3702 ,
29A2 mm mm // G@@
@ 36 mm mm // @@ -!
-(*/L- / (&/ *L*L/ -(- ORIBONTAL STI;;ENIN' (ESI'N S"a!ing o& Stienings: Larger height H1: &#aller height H2:
mm 1680 1120
Sa&et# &a!to%
in 66.1417 44.0945
-e?'ired plate thic,ne"": ct'al plate" thic,ne"":
mm 10.50 3>-
>-01
*L L( H*/(&&-(<-( L( H*/(&& &( L( H*/(&& &&>*-! Stiening ;%ame P%o"e%ties: Load per 'nit o lenght: -eaction -1: -eaction -2: -eaction -3:
l<)in 224.20 13.452 67.261 143.491
kg)mm 4.00 0.24 1.20 2.56
To"=edge stiening: /L( !(: 6 EE HeightWidth o ea#: 152.4 =ea# thic,ne"": 19.05 *L &>>(// @@;-(<-( &>>( (( &>>(// / &&>*
To"=edge stiening: $ini#'# re?'ired #o#ent o inertia: ct'al #o#ent o inertia:
!m21 7073 33.
in21 169.9232 28.1814
Inte%mediate stiening:
!m21
in21
Inte%mediate stiening: /L( !(: HeightWidth o ea#: =ea# thic,ne"":
6 EE 152.4 19.05
-(*/L- / (&/ *L*L/ -(- ORIBONTAL STI;;ENIN' (ESI'N S"a!ing o& Stienings: Larger height H1: &#aller height H2:
mm 1680 1120
Sa&et# &a!to%
in 66.1417 44.0945
-e?'ired plate thic,ne"": ct'al plate" thic,ne"":
mm 10.50 3>-
>-01
*L L( H*/(&&-(<-( L( H*/(&& &( L( H*/(&& &&>*-! Stiening ;%ame P%o"e%ties: Load per 'nit o lenght: -eaction -1: -eaction -2: -eaction -3:
l<)in 224.20 13.452 67.261 143.491
kg)mm 4.00 0.24 1.20 2.56
To"=edge stiening: /L( !(: 6 EE HeightWidth o ea#: 152.4 =ea# thic,ne"": 19.05 *L &>>(// @@;-(<-( &>>( (( &>>(// / &&>*
To"=edge stiening: $ini#'# re?'ired #o#ent o inertia: ct'al #o#ent o inertia:
!m21 7073 33.
in21 169.9232 28.1814
Inte%mediate stiening: $ini#'# re?'ired #o#ent o inertia: ct'al #o#ent o inertia:
!m21 35364 1173
in21 849.6160 28.1814
Inte%mediate stiening: /L( !(: 6 EE HeightWidth o ea#: 152.4 =ea# thic,ne"": 19.05 *L &>>(// @@;-(<-( &>>( /(-$(( &>>(// / &&>
rev. 0 852010
in 0.4133 1 2
42A7 mm mm // @@ -!
42A7 mm mm
rev. 0 852010
in 0.4133 1 2
42A7 mm mm // @@ -!
42A7 mm mm // @@ -!
-(*/L- / (&/ *L*L/ -(- TIE RO( (ESI'N
/'#er o tie rod col'#n": 8 i"tance et+een top line and tie rod Jr"t ro+ h1C: i"tance et+een "ide line and tie rod la"t col'#n:
Iertical pitchCC: Horiontal pitch:
mm in 1000 39.3701 1285.7143 50.6187
1285.7143 ## KKK
i"tance et+een top line and tie rod "econd ro+ h2: i"tance et+een tie rod "econd ro+ and otto# line: mm in -e?'ired plate thic,ne"": 7.46 0.2938 -C./ ct'al plate thic,ne"": 516 Sa&et# &a!to% 3-4. *L L( H*/(&&-(<-( L( H*/(&& &( L( H*/(&& & &>*-!
Load on tie rod on ro+ 2:
l< 5066.496
mm 750 1000
kg 2298.12
in 29.5276 39.3701
757.14286 ## KKK
C"'ge"tion
CC"'ge"tion mm 1750 1050
in 68.8976 41.3386
Tie Rods $ate%ial:
-e?'ired ro+ 2 rod" dia#eter: -e?'ired ro+ 1 rod" dia#eter:
mm 12.31 8.61
Row >: mm ct'al -od" dia#eter: 11.1125 Sa&et# &a!to% 3*L - $(/(-;-(<-( - - $((- / &&>*-
-(*/L- / (&/ *L*L/ -(- TIE RO( (ESI'N
/'#er o tie rod col'#n": 8 i"tance et+een top line and tie rod Jr"t ro+ h1C: i"tance et+een "ide line and tie rod la"t col'#n:
Iertical pitchCC: Horiontal pitch:
mm 1000 1285.7143
in 39.3701 50.6187
mm 750 1000
1285.7143 ## KKK
C"'ge"tion
in 68.8976 41.3386
Tie Rods $ate%ial:
-e?'ired ro+ 2 rod" dia#eter: -e?'ired ro+ 1 rod" dia#eter:
mm in -e?'ired plate thic,ne"": 7.46 0.2938 -C./ ct'al plate thic,ne"": 516 Sa&et# &a!to% 3-4. *L L( H*/(&&-(<-( L( H*/(&& &( L( H*/(&& & &>*-! l< 5066.496 2171.356
757.14286 ## KKK
CC"'ge"tion mm 1750 1050
i"tance et+een top line and tie rod "econd ro+ h2: i"tance et+een tie rod "econd ro+ and otto# line:
Load on tie rod on ro+ 2: Load on tie rod on ro+ 1:
in 29.5276 39.3701
mm 12.31 8.61
Row >: mm ct'al -od" dia#eter: 11.1125 Sa&et# &a!to% 3*L - $(/(-;-(<-( - - $((- / &&>*-
kg 2298.12 984.91
ie -od -o+ 2 -e?. cro"" "ectional area:
inD 0.1397
mmD 90.1482
ie -od -o+ 1 -e?. cro"" "ectional area:
0.0599
38.6349
Row 3: mm ct'al -od" dia#eter: 7.9375 Sa&et# &a!to% 3*L - $(/(-;-(<-( -
- $((- / &&>*-
ie -od -o+ 1 -e?. cro"" "ectional area:
rev. 0 852010
36
in 0.4848 0.3391 in 716
4 $((-
0.0599
38.6349
- $((- / &&>*-
rev. 0 852010
36
in 0.4848 0.3391 in 716
4 $((-
in 516
4 $((-
-(*/L- / (&/ *L*L/ -(- (ESI'N S$$AR5
/$=(-: Tank t#"e ie -od" C*overed @o%%osion Allowan!e: 1.6## (imensions: 11000 @ 2400 @ 2800 H $ate%ial: late": 36 nternal": 36 (@ternal &tiFener": =ea#": 36
W 200 @ 19A3 I +eam t#"e: 8sa&et# &a!to%: 3-09 36
Sti&enne%s angle t#"e: opKedge: K nter#ediate: K
Thi!kness o&: =otto# plate: *over plate: &ide plate": Tie Rods:
6.35 ## 4.7625 ## 7.9375 ##
8sa&et# &a!to%: 0-019 8sa&et# &a!to%: 3-4.9
-(*/L- / (&/ *L*L/ -(- (ESI'N S$$AR5
/$=(-: Tank t#"e ie -od" C*overed @o%%osion Allowan!e: 1.6## (imensions: 11000 @ 2400 @ 2800 H $ate%ial: late": 36 nternal": 36 (@ternal &tiFener": =ea#": 36
W 200 @ 19A3 I +eam t#"e: 8sa&et# &a!to%: 3-09 36
Thi!kness o&: =otto# plate: *over plate: &ide plate":
Sti&enne%s angle t#"e: opKedge: K nter#ediate: K Iertical: K NF o& ve%ti!al stiene%s:
Tie Rods: -o+ 2 dia#eter: -o+ 1 dia#eter:
K
6.35 ## 4.7625 ## 7.9375 ##
8sa&et# &a!to%: 0-019
11.1125 ## 7.9375 ##
8sa&et# &a!to%: 3-049 8sa&et# &a!to%: 3->49
8sa&et# &a!to%: 3-4.9
rev. 0 852010
rev. 0 852010
HL con"tante eta
HL con"tante ala
0.25 0.024
0.286 0.031
0.333 0.041
0.4 0.056
0.5 0.08
0.667 0.116
1 0.16
0.25 0.00027
0.286 0.00046
0.333 0.00083
0.4 0.0016
0.5 0.0035
0.667 0.0083
1 0.022
HL Mndice 1 Mndice 2 eta ala
0.254545 1 2 0.024884 0.000294
Hl Mndice 1 Mndice 2 eta ala
2.290909 9 10 0.363273 0.065818
0.25 0.286
2 2.5
0.024 0.031
0.34 0.38
0.00027 0.00046
0.06 0.07
h =1 =2 teta
2.2 0.387919 0.587919 0.2 10
act re? L Li =2
0.866711 1.857143 2412.081 2233.939 200
HL con"tante eta
HL con"tante ala
0.25 0.024
0.286 0.031
0.333 0.041
0.4 0.056
0.5 0.08
0.667 0.116
1 0.16
0.25 0.00027
0.286 0.00046
0.333 0.00083
0.4 0.0016
0.5 0.0035
0.667 0.0083
1 0.022
HL Mndice 1 Mndice 2 eta ala
0.254545 1 2 0.024884 0.000294
Hl Mndice 1 Mndice 2 eta ala
2.290909 9 10 0.363273 0.065818
0.25 0.286
2 2.5
0.024 0.031
0.34 0.38
0.00027 0.00046
0.06 0.07
h =1 =2 teta
2.2 0.387919 0.587919 0.2 10
act re? L Li =2
0.866711 1.857143 2412.081 2233.939 200
1.5 0.26
2 0.34
2.5 0.38
3 0.43
3.5 0.47
4 0.49
1.5 0.043
2 0.06
2.5 0.07
3 0.078
3.5 0.086
4 0.091
=1
3.03349 23.21651 6.5 ## ## ##
587.9194 ##
