calculation validation report

8/16/2019 Calculation Validation Report

1/18

STATIC DESIGN CALCULATION TANK VALIDATION REPORT


2/18

Design Data

Design Code = API - 650, 12th Edn, March 2013,

Adendum1 e!t"201#, Errata1 $u%& 2013, Erata2 Decem'er 201#"

A!!%ica'%e Anne( = C, E, P

Design interna% Pressure Pi = 0"00 )Pa 0"00 mm*C

+acuum Pressure E(terna% Pe = 0"2# )Pa 25"00 mm*C 5"2"1"'

.!erating Pressure = Atmos!heric

Design /em!erature Ma(" / = 5 C

Design /em!erature Min" / = -3 C

erice = %tra 4o u%!hur Diese%

Product !eciic 7rait& 7 = 0"1 8 50C Densit& 1"0 )g9m:

Design !eciic 7rait& 7 = 1"000 Densit& 1000"0 )g9m:

Corrosion Allowance = CA

he%%P%ate

= 1"50 mm

Annu%ar ;ing9 ?%anges > Coer = 1"50 mm

Anchor ?%anges = 1"50 mm

Anchor Attachments = 1"50 mm /ota%

;emoa'%e Interna%s com!onents = 1"50 mm /ota%

on-;emoa'%e Interna%s com!onents = 1"50 mm Each e(!osed surace

Wind Design Code = API 650

Design ind s!eed 3#"00"01"30-P#0#;P-00-P+ 3 ec gust = 165"2# Bm9hr #5" m9sec

Seisic Design Code = 35"02-00-2"10-0001-E, API 650 Anne( E

eismic one = 1

ite C%ass /a'%e "31 35"02-00-2"10-0001-E = C

m!ortance actor I = 1"25

Diensions

/an) Inside Diameter uncorroded Di = 66"00 m

he%% eight t = 15"0 m

/&!e o ;oo = E(terna% ?%oating ;oo

!aterial o" Constr#ction $!OC%

he%% P%ate 1st to 5th course A53 7r 0

he%% P%ate 6th > th course A23 7r C


3/18

Interna% A105 9 A53 7r 0

E(terna% A105

Manho%e nec) and coer he%%

A53 7r 0

;oo A23 7r C

E(terna% attachments 9 !ads A53 7r 09A23 7r C

Interna% attachments 9 !ads A53 7r 09A23 7r C

Anchor


4/18

S+ell T+ic)ness Calc#lation

he%% is designed as !er+aria'%e !ointmethod,

ec 5"6"#

/an) inside diameter Di = 66"000 m

/an) height s = 15"00 m

Corrosion A%%oance o she%% CA = 1"500 mm

Design Pressure P = 0"00 )Pa

Design !eciic 7rait& 7 = 1"000

&drotest !eciic 7rait& = 1"00

Minimum idth o she%% !%ate = 100 mm ec 5"6"1"2

Minimum !%ate idth considered = 2300 mm

Ma(imum Design 4iFuid 4ee% d4 = 1#"#0 m

eight u!to .er%o no@@%e or 44 or as s!eciied, hicheer is higher

Materia% !eciication = A53 7r 0

Minimum Kie%d tress Ks = 20 MPa /a'%e 5-2a

Minimum /ensi%e tress /s = #5 MPa /a'%e 5-2a

A%%oa'%e tress or Design Condition d = Min 293 Ks, 295 /s ec 5"6"2"1

= 13"0 MPa /a'%e 5-2a

A%%oa'%e tress or &drostatic Condition t = Min 39# Ks, 39 /s ec 5"6"2"2

= 20" MPa /a'%e 5-2a

Materia% !eciication = A23 7r CMinimum Kie%d tress Ks = 205 MPa /a'%e 5-2a

Minimum /ensi%e tress /s = 30 MPa /a'%e 5-2a

A%%oa'%e tress or Design Condition d = Min 293 Ks, 295 /s ec 5"6"2"1

= 136" MPa /a'%e 5-2a

A%%oa'%e tress or &drostatic Condition t = Min 39# Ks, 39 /s ec 5"6"2"2

= 153" MPa /a'%e 5-2a

;eFuired minimum thic)ness o he%% greater o td and tt

Design he%% /hic)ness td = #" ( D ( -0"3 ( 7 G CA ec 5"6"3"2

d

&drostatic /est he%% /hic)ness tt = #" ( D ( -0"3 ( 1"02 ec 5"6"3"3

t

Minimum reFuired thic)ness as !er Code tmin = 10"00 mm ec 5"6"1"1

Ma(imum !ermitted thic)ness as !er Code tma( = #0"00 mm A53 7r 0 ec #"2"2"g

Ma(imum !ermitted thic)ness as !er Code tma( = 25"00 mm A23 7r C ec #"2"2"c

Ma(imum a%%oa'%e thic)ness or A 23 7r C = 12"50 mm3#"51"01"33-P#0#;P00-P+


5/18

Co#rse , - $.otto co#rse%

L =

L = 1#"#

L = 1#"# m

t!d = #" D L - 0"3 7 9 $E d G CA

t!d = #" 66"0 1#"# - 0"3 1 9 1 13 G 1"5

t!d = 25"1266 mmNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN+eriication 1

t1d = 1"06 - 0"066 D 9 L O;/L 7 9 d #" L D 7 9 d G CA

t1d = 1"06 - 0"066 66"0 9 1#"# O;/1#"# 1 9 13 #" 1#"# 66"0 1 9 13 G 1"5

t1d = 2#"#6 mm

t1d = MIt!d , t1!dt1d = MI25"1266 , 2#"#6

t1d = 2#"#6 mmNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN+eriication 2

/0drostatic Test

tL =

tL = 1#"#

tL = 1#"# m

t!t = #" D tL - 0"3 7t 9 $E t

t!t = #" 66"0 1#"# - 0"3 1 9 1 20"t!t = 21"333 mmNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN+eriication 3

t1!t = 1"06 - 0"066 D 9 tL O;/tL 7t 9 t #" tL D 7t 9 t

t1!t = 1"06 - 0"066 66"0 9 1#"# O;/1#"# 1 9 20" #" 1#"# 66"0 1 9 20"

t1!t = 21"63# mmNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN+eriication #

t1t = MIt!t , t1!t

t1t = MI21"333 , 21"63#

t1t = 21"63# mm

Co#rse , 1

L =

L = 12"#

L = 12"# m

h = 2000 mm

td( = tdaG CA

rd = h 9 D 9 2 t1d - CA0"5

rd = 2000"0 9 66000"0 9 2 25 - 1"50"5

rd = 2"211NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN+eriication 5


6/18

+a%ues used in ca%cu%ations

/ria%

tu B C (1 (2 (3 ( t2a

#"D 2-0"3 7 9d

t1d 9 tu QB0"5B-1R9 1GB1"5 0"61r tu0"5 G 320C 1000C 1"22rtu0"5

min"

o(1,(2,(3

#"D-(9100079d

1#"6612"#-

0"3191323"5920"2

53#1"150#30"51"150#3-

191G1"150#31"5

0"613300020"253#0"5G3200"061#1

2"#

10000"061#12"#

1"223300020"253#0"5

01"22#3

#"6612"#-0"

02131913

2 t2a=tu=1"#35#623"591"#3

5#61"20130"51"2013-19

1G1"20131"5

0"61330001"#35#60"5G3200"01#1

2"#

10000"01#12"#

1"22330001"#35#60"5

0"213

#"6612"#-

0"02131913

3 1"303023"591"30

301"21#220"51"21#22-

191G1"21#221"5

0"61330001"30300"5G3200"10231

2"#

10000"102312"#

1"22330001"30300"5

3"06

#"6612"#-0"

3061913

# 1"215323"591"2

1531"2130"51"213-

191G1"2131"5

0"61330001"21530"5G3200"10261

2"#

10000"102612"#

1"22330001"21530"5

5"22

#"6612"#-0"5125

1913

5 1"2023"591"2

01"210060"51"21006-

191G1"210061"5

0"61330001"200"5G3200"103051

2"#

10000"1030512"#

1"22330001"20

0"5

5"56

#"6612"#-

0"55#01913

6 1"2#223"591"2

#2

1"210#30"51"210#3-191G1"210#31"5

0"61330001"2#20"5G3200"103011

2"#

10000"1030112"#

1"22330001"2#20"5

5"56

#"6612"#-

0"5561913

;esu%ted ina% a%ue ca%cu%ated manua%%&" NNNNNNNNNNNNNNNNNNNNNNNN+eriication 6

/ria% tu B C (1 (2 (3 ( t2a

#"D 2-0"3 7 9d

t1d 9 tuQB0"5B-1R91GB1"5

0"61r tu0"5 G320C

1000C1"22rtu0"5

min" o (1, (2,(3

#"D-(9100079d

1 20"253# 1"150#3 0"061# 01"22#3 ##"556 "31 01"22#3 1"#35#6

2 1"#35#6 1"2013 0"01# 0"213 122#"05# "0##2 0"213 1"3030

3 1"3030 1"21#22 0"1023 3"06 126"#5 3"113 3"06 1"2153

# 1"2153 1"213 0"1026 5"125 126"02 3"16# 5"125 1"20

5 1"20 1"21006 0"10305 5"5#0 12"13 3"03 5"5#0 1"2#2

6 1"2#2 1"210#3 0"10301 5"56 12"32 3"063 5"56 1"233

t2d = td( G t1d - td( 2"1 - rd 9 1"25t2d = 20"33 G 25 - 20"33 2"1 - 2"211 9 1"25

t2d = 21"66 mmNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN+eriication

/0drostatic Test

tL = =2tL = 12"#tL = 12"# m

rt = h 9 D 9 2 t1t0"5rt = 2000"0 9 66000"0 9 2 21"63#0"5rt = 2"35#5# NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN+eriication


7/18

;esu%ted ina% a%ue ca%cu%ated manua%%&" NNNNNNNNNNNNNNNNNNNNNNNN+eriication ./ES +a%ue used in ormu%as are not shon as it is used as shon a'oe" +a%ue o st = 20" MPA

/ria% tu B C (1 (2 (3 ( t2a

#"D 2-0"3 9t

t1t 9 tuQB0"5B-1R91GB1"5

0"61r tu0"5 G320C

1000C1"22rtu0"5

min" o (1, (2,(3

#"D-(910009t

1 1"2222 1"1615# 0"032 "565 5"51 61"5066 "565 1"063#

2 1"063# 1"2103# 0"0253 6#"02 1230"36 #1"3#3 6#"02 1"#36#

3 1"#36# 1"21## 0"1022 "#25 125"01 3" "#25 1"2#01

# 1"2#01 1"213 0"103#1 "#1 122"366 3"2#1 "#1 1"20

5 1"20 1"220003 0"103513 "#02 123"56# 3"16 "#02 1"2025

t2t = tt( G t1t - tt( 2"1 - rt 9 1"25t2t = 1"2025 G 21"63# - 1"2025 2"1 - 2"35#5#9 1"25t2t = 1"32 mm NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN+eriication 10

;eFuired thic)ness or he%% course- 2 t2r=21"66 mm greater o t2d, t2tProided thic)ness or he%% course-2 t2!=22"00 mm

t2d = 21"66 -1"5 = 20"#666 mm

Co#rse , 2

L = L = 10"#L = 10"# mh = 2000 mmt2d = 20"#666 mm

t2t = 1"32 mm

Design Condition


/ria% tu B C (1 (2 (3 ( t3d

#"D 3-0"3 7 9d


0"61r tu0"5 G320C

1000C1"22rtu0"5

min" o (1, (2,(3

#"D-(9100079d

1 16"2#0# 1"20502 0"0 #"355 102"33 11"35# #"355 16"111#6

2 16"111#6 1"20503 0"12536 62"011 1303"2 "55 62"011 15"231

3 15"231 1"20 0"1223 #"1 13#"115 6"005 #"1 15"6101

# 15"6101 1"22# 0"130##5 6"22 1356"623 5"#153 6"22 15"5#

5 15"5# 1"2263 0"13056# "1 135" 5"31# "1 15"56

6 15"56 1"221 0"1305# "2351 135"0 5"3011 "2351 15"56

;eFuired thic)ness ith corrosion a%%oance t3d=15"56G1"5 = 1"#56mm

/0drostatic Test

;esu%ted ina% a%ue ca%cu%ated manua%%&" NNNNNNNNNNNNNNNNNNNNNNNN+eriication 12/ria% tu B C (1 (2 (3 ( t3t

#"D 3-0"3 9t

t2t9tuQB0"5B-1R91GB1"5

0"61r tu0"5 G320C

1000C 1"22r"tu0"5min" o (1, (2,(3

#"D-(910009t

1 15"1111 1"1#05 0"023# #6"62 60"51 "#565 #6"62 15"0162


8/18

2 15"0162 1"25016 0"116666 1"663 1213"32# 5"115 1"663 1#"055

3 1#"055 1"25#5 0"1206# 2"3#2 125#"#6 55"6# 2"3#2 1#"6

# 1#"6 1"260# 0"12130 31"22 1261"52 55"126 31"22 1#"#6

5 1#"#6 1"2612# 0"121#16 31"523 1262"25 55"0#0# 31"523 1#"#1

;eFuired test thic)ness or 3rd she%% course t3t = 1#"#1 mm

;eFuired thic)ness or he%% course- 3 t3r=1"#56 mm greater o t3d, t3tProided thic)ness or he%% course-3 t3!=1"50 mm

/3d = 1"#566 -1"5 = 15"56 mm corroded

Co#rse , 3

L = L = "#L = "# mh = 2000 mm/3d = 1"#566 -1"5 = 15"56 mm corrodedt3t = 1#"#1 mm

Design Condition


/ria% tu B C (1 (2 (3 ( t#d

#"D #-0"3 7 9d


0"61r tu0"5 G320C

1000C1"22rtu0"5

min" o (1, (2,(3

#"D-(9100079d

1 13"525 1"1565 0"0326 633"22 03"2# 16"#6 633"22 13"01#25

2 13"01#25 1"226102 0"10611 65"11 2"002# "51# 65"11 12"22

3 12"22 1"23#35 0"105 63"5# 22"22 6"3 63"5# 12"133# 12"133 1"2356 0"1103 6#"# 2"13 6"#06 6#"# 12"1103

5 12"1103 1"2350# 0"110#2 65"11 2"65 6"33 65"11 12"106

;eFuired thic)ness ith corrosion a%%oance t#d=12"106G1"5 = 1#"#106 mm

/0drostatic Test;esu%ted ina% a%ue ca%cu%ated manua%%&" NNNNNNNNNNNNNNNNNNNNNNNN+eriication 1#

/ria% tu B C (1 (2 (3 ( t#t

#"D #-0"3 9

t

t3t 9 tuQB0"5B-1R9

1GB1"5

0"61r tu0"5 G

320C

1000C1"22r

tu0"5

min" o (1, (2,

(3

#"D-(9

10009t

1 12"6 1"1125 0"062 625"232 2#"60 6"62 625"232 12"0#0

2 12"0#0 1"23001 0"10203 66"215# 0"051 0"315 66"215# 12"01#

3 12"01# 1"232# 0"111#2 6#"#631 3"6336 6"2006 6#"#631 12"0015

# 12"0015 1"2#01# 0"11231 65"0#1 #3"#655 6"03 65"0#1 11"6

5 11"6 1"2#036# 0"112#11 66"022# ##"251 6"236 66"022# 11"52

;eFuired test thic)ness or #rd she%% course t#t = 11"52 mm;eFuired thic)ness or he%% course- # t#r=1#"#106 mm greater o t#d, t#tProided thic)ness or he%% course-# t#!=1#"5 mm

/#d = 1#"#106 -1"5 = 12"106 mm corroded


9/18

Co#rse , 4L = L = 5"L = 5" m

Design Condition


/ria% tu B C (1 (2 (3 ( t5d

#"D 5-0"3 7 9d

t#d 9 tuQB0"5B-1R91GB1"5

0"61r tu0"5 G320C

1000C1"22rtu0"5

min" o (1, (2,(3

#"D-(9100079d

1 "3362 1"352 0"1663 65"021 5"116 6"#3 65"021 "30

2 "30 1"#60 0"20##1 1#"22 120"3 656"#1 656"#1 "566

3 "566 1"#6512 0"20#631 1#"6 120"321 656"01 656"01 "555

;eFuired thic)ness ith corrosion a%%oance t5d="5555G1"5 = 10"2556 mm

/0drostatic Test


/ria% tu B C (1 (2 (3 ( t5t

#"D 5-0"3 9t

t#t 9 tuQB0"5B-1R91GB1"5

0"61r tu0"5 G320C

1000C1"22rtu0"5

min" o (1, (2,(3

#"D-(910009t

1 "11111 1"3#6 0"1631 6#6"2 "6# 65#"11#2 6#6"2 "115

2 "115 1"#6#1# 0"20#222 02"3#21 120#"12 633"5#0 633"5#0 "122

3 "122 1"#6#3 0"20253 00"15#1 116"33 63#"335# 63#"335# "1103#

# "1103# 1"#6#5 0"20235 00"25 11"31 63#"25 63#"25 "1110

;eFuired test thic)ness or 5rd she%% course t5t = "1110 mm;eFuired thic)ness or he%% course- 5 t5r=10"2556 mm greater o t5d, t5tProided thic)ness or he%% course-5 t5!=10"#0 mm

/5d = 10"2556 -1"5 = "5555mm corroded

Co#rse , 5

L = L = 3"#

L = 3"# m A%%oa'%e Design tress d = 136" MPa A%%oa'%e &drostatic /est tress t = 153" MPa

Design Condition;esu%ted ina% a%ue ca%cu%ated manua%%&" NNNNNNNNNNNNNNNNNNNNNNNN+eriication 1

/ria% tu B C (1 (2 (3 ( t6d

#"D 6-0"3 7 9d


0"61r tu0"5 G320C

1000C1"22rtu0"5

min" o (1, (2,(3

#"D-(9100079d

1 "333 1"1#3 0"03#1 #02"013 31"1 600"126 31"1 "255

2 "255 1"20522 0"06 #0#"61 32"31 5"36 32"31 "263531

3 "263531 1"205## 0"0 #06"2# 336"2# 5"25 336"2# "2#111

# "2#111 1"21211 0"100036 #0"103 3#0"121 56"6632 3#0"121 "2353


10/18

5 "2353 1"21365 0"10013 #0"1 3#2"#2# 56"261 3#2"#2# "233502

6 "233502 1"21#565 0"10111 #0"0#61 3#3" 56"0616 3#3" "23025#

"23025# 1"21511 0"10135 #0"2#12 3##"6166 55"2 3##"6166 "2231

"2231 1"215#36 0"101501 #0"355 3#5"105 55"# 3#5"105 "22162

"22162 1"21563 0"1015 #0"#2 3#5"365 55"003 3#5"365 "226#2

10 "226#2 1"215#6 0"10163 #0"#65 3#5"50# 55"1 3#5"50# "226061

;eFuired thic)ness ith corrosion a%%oance t6d="226061G1"5 = "261mm

/0drostatic Test;esu%ted ina% a%ue ca%cu%ated manua%%&" NNNNNNNNNNNNNNNNNNNNNNNN+eriication 1

/ria% tu B C (1 (2 (3 ( t6t

#"D 6-0"3 9t


0"61r tu0"5 G320C

1000C1"22rtu0"5

min" o (1, (2,(3

#"D-(910009t

1 6"51#66 1"256601 0"11#23 #12"#2 #06"032 565"3#6 #06"032 6"25#

2 6"25# 1"301106 0"13262 #2"#655 #0"00 556"03 #2"#655 6"2#33

3 6"2#33 1"31026 0"1#23## #31"63 #3"12 553"63 #31"63 6"2#111

# 6"2#111 1"312#2 0"1#266 #32"31 #6"0#6 553"66# #32"31 6"2#0102

5 6"2#0102 1"312656 0"1#3061 #32"#60 #6"#0 553"6211 #32"#60 6"2336

;eFuired test thic)ness or 6th she%% course t6t = 6"2336 mm;eFuired thic)ness or he%% course- 6 t6r="261 mm greater o t6d, t6tProided thic)ness or he%% course-6 t6!=10 mm

/6d = "261-1"5 = "2261mm corroded

Co#rse , 6

L = L = 0"

L = 0" m A%%oa'%e Design tress d = 136" MPa A%%oa'%e &drostatic /est tress t = 153" MPa

Design Condition;esu%ted ina% a%ue ca%cu%ated manua%%&" NNNNNNNNNNNNNNNNNNNNNNNN+eriication 1

/ria% tu B C (1 (2 (3 ( td

#"D -0"3 7 9d


0"61r tu0"5 G320C

1000C1"22rtu0"5

min" o (1, (2,(3

#"D-(9100079d

1 1"#1#5 5"00## 0"320 3##"1#5 665"2# 26#"0#51 26#"0#51 1"50#51

2 1"50#51 #"022 0"230 3##"126 650"1 21"#15 21"#15 1"#605

3 1"#605 #"625# 0"2653 3##"3#11 653"251 20"1 20"1 1"#002

# 1"#002 #"#636 0"2536 3##"3053 653"2521 20"522 20"522 1"#1

5 1"#1 #"52#03 0"256 3##"313 653"36 20"#521 20"#521 1"#362

;eFuired thic)ness ith corrosion a%%oance td=1"#362G1"5 = 2"362 mm

/0drostatic Test;esu%ted ina% a%ue ca%cu%ated manua%%&" NNNNNNNNNNNNNNNNNNNNNNNN+eriication 20

/ria% tu B C (1 (2 (3 ( tt

#"D -0"3 9t


0"61r tu0"5 G320C

1000C1"22rtu0"5

min" o (1, (2,(3

#"D-(910009t

1 1"26163 #"#5 0"3132# 335"0# 65"12 2#"3# 2#"3# 1"360162 1"36016 #"55 0"061 333"516 63"05 25"3111 25"3111 1"3#16


11/18

3 1"3#16 #"631# 0"12613 333"50 6#1"3521 25"2363 25"2363 1"35155

# 1"35155 #"616#3 0"11663 333"51 6#0"#63 25"6525 25"6525 1"3506#

5 1"3506# #"613# 0"1153 333"3 6#0"66 25"56 25"56 1"3505

;eFuired test thic)ness or th she%% course tt = 1"3505 mm;eFuired thic)ness or he%% course- tr=2"362 mm greater o td, tt

Proided thic)ness or he%% course- t!=10 mm

C#r. Angle*eight o cur' ang%e 11"00)g9m or 45(5(10 =PI1166G0"05 =223"3 )gNNNNNN"+eriication 21


12/18

*ith in!ut a%ues Aai%a'%e Modu%us o section at section A - A> C - C

ect ' d K A AK C K1 A ( K1J I A-A mm:

ts Ud - AK9A C-K A(K1J G 'd:912

I9C

cm cm cm cmJ cm cm cm# cm:

1" he%%!art

0"0 0 0 =0"0 =00

=12"-0"#9113"

6

=5"55-0=05"55

2=0G0"03912

=10#"695"55

2" *e'0"0

12"00

=12"0092

=120"

=101"663"5

=63"5-5"55

=101"65"52

=356"#G0"123912

3" ?%ange15"00 0"0

=12"00G0"92

=150"

=1212"#=12"#-5"55

=126"52

=55#"2G150"3912

Ud=12"0G0"

UA=63"5G12"#

=6#51"6G152"

UI

=1#0155"60G55#"1

?ina% resu%t ?or ection A-A > C-C NNNNNNNNNNN"+eriication 2

Aai%a'%e Modu%us o section at section A - A > C - C ect ' d K A AK C K1 A ( K1J I A-A mm:

tsUd -

AK9AC-K

A(K1J G'd:912

I9C


1" he%% !art 0" 0 0 0 0

5"550

5"550 0 0

3#52"31022" *e' 0" 12 63"5 101"6 6#51"6 5"50 356"# 1#0155"60

3" ?%ange 15 0" 12"# 12 152" 6"50 55#"2 55#"1

Ud 12" UA 113"6 0"# U I 10#"60

?ina% resu%t ?or section D-D NNNNNNNNNNN"+eriication 2 Aai%a'%e Modu%us o section at section D-D

ect ' d K A AK C K1 A ( K1J I D-D mm:

ts

Ud -AK9A

C-K A(K1J G

'd:912 I9C


1" he%% !art 2"2 0"5 0"#25 23" 10"125

51"#

51"## 63##"6503 63#51"1222

2655"50152" *e' 0" 2 #6"5 3"6 3##"16 5"02# 15"03602 530"50#

3" ?%ange 15 0" 3"25 12 111 #1"36 205#3"235 205#3"5

Ud 3"65 UA 10"5 #5"3 U I 1365"6

?ina% resu%t ?or section


13/18

Aai%a'%e Modu%us o section at section < - <

ect ' d K A AK C K1 A ( K1J I


14/18

?ina% resu%t ?or I*7 NNNN"+eriication 36

Aai%a'%e Modu%us o section at section A - A > C- C

ect ' d K A AK C K1 A ( K1J I A-A mm:

tsUd -

AK9AC-K

A(K1J G'd:912

I9C


1" he%% !art 63"5 0"5 0"#25 5#"03#5 22"65

1"3

1"5# 1#1"222 1#20"#6

1052"52" *e' 0"0 23"2 12"#5 1"56 231"02 5"2 652"330 1##"52

3" ?%ange 15"00 0" 2#"#5 12 23"# 6"01 ##2"326 ##2"6

Ud 2#"5 UA #"5#5 5#"#366625 U I 13#"26

Weig+t Calc#lation "or Un8corroded Condition

n-corroded eight o tan) she%%

Course o" Course idth /hic)ness !roided

m mm

1


15/18

/ota% n corroded eight o tan) she%% = um o 1st to th she%% course eight = 30"6 )gNNNN"+eriication 3

*eight o Cur' Ang%eCur' ang%e si@e is 4 5(5(10

nit eight o 4 5 ( 5 10 ang%e is 11 Bg9 F" m/ota% eight o cur' ang%e = tota% %ength ( unit eight

=3"1#15366G0"0511=223"3 )g NNNN"+eriication 3

*eight o /o! ind girder

i@e o /*7 *e' = 20( W ?%ange=150(*eight o /*7 = *eight o e'G eight o %ange

= 3"1#15366G0"010G0"20205091000000 G3"1#15366G0"010G0"20G0"20G0"001505091000000=121#"3G200"16=1#156"55 )g NNNN"+eriication 3

Consider 1000 )g X30Y e(tra or eight o 7usset !%ate > handrai%

*eight o Intermediate ind girder

i@e o I*7 S *e' = 232( W %ange = 150(*eight o I*7 =*eight o e'G eight o %ange

=3"1#15366G0"010G0"2322325091000000G3"1#15366G0"010G0"232G0"232G0"001505091000000=3032"012G16"#55=#"#6 NNNN"+eriication #0

Consider 6500 )g X30Y eight o 7usset !%ate

*eight o


16/18

= #51#"25G25#6"= 06#3"5 )g NNNN"+eriication #5

Considering 15Y margin or other attachments and misce%%aneous= 06#3"5 ( 1"15

= 12##5"0#3 )g NNNN"+eriication #6

Weig+t Calc#lation "or corroded ConditionCorroded eight o tan) she%%

Course o" Course idth Corroded /hic)ness !roided

m mm

1


17/18

/ota% Corroded eight o /an) she%% G attachments

= Corroded eight o tan) she%%G*eight o she%% no@@%esG*eight o Cur' Ang%eG*eight o /o! ind girderG*eight oIntermediate ind girderG*eight o e(terna% stienersG*eight o taircase, !%atorm ,handrai%sG*eight o ti%% e%%sattached to she%%G*eight o ?ire ater s&stemG*eight o ?oam s&stem

=3#550"60 G#50G2055G1000G6500G0G000G2#00G1100G23#0=#05"6 )g NNNN"+eriication 51

/ota% corroded eight o


18/18

?rom hori@onta% ind !ressure Ms = Ps ( Cs G Pr ( s G 0"666r= 0##1"26("5G0( 15"G0"666(0= 5526#"02# )g"m NNNN"+eriication 61

.erturning Moment due to interna% Pressure M!i = Pi V DiJ 9# ( D 9 2

= 0 )g" m

;esting Moment due to omina% eight o she%% and roo structura% su!!orted '& she%% that is not attached to roo!%ate" MD4 = *s G *r3 D92

= #51#"25 G066"02592= 1#1#1"# )g"m NNNN"+eriication 62

;esisting Moment a'out the she%% to 'ottom M? = 4 V D D92*here, 4 = min 5t' ?'& 0"5 or 0"#D

= min5 20 1#"#0"5 or 0"#1#"#66"025= min266"6 or 6633"50# = 266"6 9m = 221"500# )g9m NNNN"+eriication 63

ence M? = 221"500#3"1#15366"02566"02592=16352"1 )g"m NNNN"+eriication 6#

;esting Moment due to omina% eight o MD4; = *r1 G *r2 D92= 0 66"02592 = 0

nanchored tan)s sha%% satis& the o%%oing u!%it conditions1

0"6 M G M!i [ MD4 9 1"5 G MD4;

2

M G ?! M!i [ Q MD4 G M? 9 2R G MD4;

3

Ms G ?! M!i [ MD4 9 1"5 G MD4;

+a%ue are, 0"6 M G M!i = 0"6 5526#"02# G 0 = 331"#1# NN"+eriication 65MD4 9 1"5 G MD4; = 1#1#1"#91"5G0 = #2"2 NN"+eriication 66M G ?! M!i = 5526#"02#G 0"60 =5526#"02# NN"+eriication 6Q MD4 G M? 9 2R G MD4; = 1#1#1"#G16352"192G0=16#62"NN+eriication 6Ms G ?! M!i = 5526#"02#G0"60 =5526#"02#NNN+eriication 6

Resistance to Sliding d#e to Wind

4atera% *ind %oad on c&%indrica% she%% Ps =0##1"26 )g!%it on cone roo o tan) due to ind %oad Pr = 0 )g!%it on cone due to design Interna% Pressure Pi = 0 )g

/ota% eight o he%% in corroded condition =Corroded *eight o he%% G ;oo G

calculation validation report

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