Cone Calculations_AD Merkblatter.xls

March 28, 2018 | Author: Sajal Kulshrestha | Category: Pressure, Continuum Mechanics, Mechanical Engineering, Elementary Geometry, Geometry


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CSPC NANHAI PETROCHEMICALS PROJECT HUIZHOU Loc. (P.R.C.) Plant Title CNOOC/SHELL - Identification Code Rev VP-4325-MVSC-0001 TECNIMONT - Identification Code 00 MECHANICAL CALCULATIONS 3163 CD VM 12 SUPPLIER DOC. NO: MDC 858 Bottom Cone a) For Design Pressure Design pressure Safety factor at design pressure Stress coefficient at design temp. Factor Cone angle Transition radius Outside diameter of connected cylinder Required wall thickness inside of taper area Required wall thickness outside of taper area Allowance for minus thickness tolerance Wastage allowance Provided cone thickness As per AD-Merkblatt B 2 subclause 8.1.1 [r * S / (15 * K * v)] [ r / Da1] From Fig. 3.4 for j = 16 , ( sl -c1 -c2 / Da1 ) Hence Required sl = As per AD-Merkblatt B 2 equation 6 Required sg = [(Dk * r ) / (20 * (K/S) * v - r )] * ( 1 / cos j ) + c1 + c2 Where DK = Da1 - 2 * [ sl + r ( 1 - cos j ) + x2 sin j ] = x2 = 0.7 * [ Da1 * ( sl - c1 - c2 ) / cos j ] ^ 0.5 DK x2 [ [ mm mm ] ] 741.5 64.7 [ mm ] 0.003969 0 0.0021 2.6 r S K v j r Da1 sl sg c1 c2 [ [ [ [ [ [ [ [ [ [ [ [ bar N/mm2 ° mm mm mm mm mm mm mm ] ] ] ] ] ] ] ] ] ] ] ] 0 1 12 6.849 1.5 203 0.85 10 0 764 [ mm ] 3.2 Sh. 23 of 32 CSPC NANHAI PETROCHEMICALS PROJECT HUIZHOU Loc. Plant (P.R.C.) Title CNOOC/SHELL - Identification Code Rev VP-4325-MVSC-0001 TECNIMONT - Identification Code 00 MECHANICAL CALCULATIONS 3163 CD VM 12 24 of 33 .3 * r ) + pStatic Safety factor at test pressure Stress coefficient at 20 deg.1 [r' * S' / (15 * K20 * v)] [r / Da1] From Fig.6 [ mm ] 0.) Title CNOOC/SHELL .Identification Code Rev VP-4325-MVSC-0001 TECNIMONT .R.c2 ) / cos j ] ^ 0.49 1.1.C.6893 10.5 DK x2 [ [ mm mm ] ] 1414.cos j ) + x2 sin j ] = x2 = 0.CSPC NANHAI PETROCHEMICALS PROJECT HUIZHOU Loc.Identification Code 00 MECHANICAL CALCULATIONS 3163 CD VM 12 SUPPLIER DOC.1 234 0. Plant (P.4 for j = 28 .0024 4. ( sl -c1 -c2 / Da1 ) Hence Required sl = As per AD-Merkblatt B 2 equation 6 Required sg = [(Dk * r ) / (20 * (K/S) * v . C Factor Cone angle Transition radius Outside diameter of connected cylinder Required wall thickness inside of taper area Required wall thickness outside of taper area Allowance for minus thickness tolerance Wastage allowance Provided cone thickness As per AD-Merkblatt B 2 subclause 8.2 * [ sl + r ( 1 . NO: MDC 858 Bottom Cone b) For Test Pressure ( Equipment in upright condition) Design pressure Height of water column Static pressure of test water = H / 10000 Hydrotest pressure = ( 1. Sh.7 * [ Da1 * ( sl .3 Hence provide cone plate thickness 12 mm is OK.r )] * ( 1 / cos j ) + c1 + c2 Where DK = Da1 .003867 0 0.85 16 0 1464 [ mm ] 5.c1 .5 r H pStatic r' S' K20 v j r Da1 sl sg c1 c2 [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ bar mm bar bar N/mm2 ° mm mm mm mm mm mm mm ] ] ] ] ] ] ] ] ] ] ] ] ] ] ] 0 1 12 6 26893 2.1 90. 3. ication Code Rev C-0001 12 00 entification Code 0.17453293 ication Code Rev C-0001 12 00 entification Code . 27925268 .ication Code Rev C-0001 12 00 entification Code 0. No. 0 6.7 * [ Da1 * ( sl .Equipment No.c2 ) / cos j ] ^ [ 0.cos j [ ) + x2 sin j ]= mm x2 = 0.6 .2 [ mm [(Dk r ) / (20 * (K/S) * v .2 * [ D slK+ r ( 1 . [ Factor v [ Cone angle j [ Transition radius r [ Da1 Outside diameter of connected cylinder [ sl inside of taper [area Required wall thickness sgoutside of taper Required wall thickness [ area c1 Allowance for minus thickness tolerance [ Wastage allowance c2 Provided cone thickness [ [ bar N/mm2  mm mm mm mm mm mm mm ] ] ] ] ] ] ] ] ] ] ] ] V 6370 Rev. 3.5 12 mm ] ] ] 5.85 16 0 1464 0 1 12 As per AD-Merkblatt B 2 subclause 8.5 203 0.4 1414.00288 5.1 [r * S / (15 * K * v)] [r / Da1] From Fig. Mechanical Design Calculations Design of Top Cone a) For Design Pressure Design pressure r [ Safety factor at designS pressure [ Stress coefficient at design K temp.4 for j = 16 .1.003948 0 0.1 90.cx .r )] * ( 1 / cos j ) + c1 + c2 Where DK = Da1 .813 1. ( sl -c1 -c2 / Da1 ) Hence Required sl = As per AD-Merkblatt B 2 equation 6 Required sg = [ mm ] 0. 003845 . 120253 V 6370 Rev.CSPC NANHAI PETROCHEMICALS PROJECT Project No.1 [r' * S' / (15 * K20 * v)] 0. Page No.1 234 0.43 1.85 16 0 1464 0 1 12 As per AD-Merkblatt B 2 subclause 8. Mechanical Design Calculations Design of Cone b) For Test Pressure ( Equipment in upright condition) Design pressure r [ Height of water column H [ Static pressure of test p water [ Static = H / 10000 Hydrotest pressure p' [ = ( 1. 21 of 65 Equipment No. Stress coefficient at 20 C [ 20 Factor v [ Cone angle j [ Transition radius r [ Da1 Outside diameter of connected cylinder [ sl inside of taper [area Required wall thickness sgoutside of taper Required wall thickness [ area c1 Allowance for minus thickness tolerance [ Wastage allowance c2 [ Provided cone thickness [ bar mm bar bar N/mm2  mm mm mm mm mm mm mm ] ] ] ] ] ] ] ] ] ] ] ] ] ] ] 0 6 26300 2.63 10.1.3 * p ) + pStatic Safety factor at test pressure S' [ Kdeg. No. 3 1414.4 for j = 28 . CSPC NANHAI PETROCHEMICALS PROJECT Project No.5 [ mm [(Dk * r ) / (20 * (K/S) * v .r )] * ( 1 / cos j ) + c1 + c2 Where DK = Da1 .1 90.[r / Da1] From Fig. ( sl -c1 -c2 / Da1 ) Hence Required sl = As per AD-Merkblatt B 2 equation 6 Required sg = [ mm ] 0 0.7 * [ Da1 * ( sl .c2 ) / cos j ] ^ [ 0.cx .6 Hence provide cone plate thickness 12 mm is OK.5 12 mm ] ] ] 5. 3.cos j [ ) + x2 sin j ]= mm x2 = 0.0024 4.2 * [ D slK+ r ( 1 . 21 of 65 . 120253 Page No. 0.279253 . 279253 .0. 2 * [ sl + r ( 1 .8 [ mm ] 11.4 for j = 28 .5 CSPC NANHAI PETROCHEMICALS PROJECT Project No.r )] * ( 1 / cos j ) + c1 + c2 Where DK = Da1 . Equipment No. Mechanical Design Calculations . Factor Cone angle Transition radius Outside diameter of connected cylinder Required wall thickness inside of taper area Required wall thickness outside of taper area Allowance for minus thickness tolerance Wastage allowance Provided cone thickness As per AD-Merkblatt B 2 subclause 8. 0 6. No.7 3207.20692 0.1 [r * S / (15 * K * v)] [r / Da1] From Fig.5 203 0. ( sl -c1 -c2 / Da1 ) Hence Required sl = As per AD-Merkblatt B 2 equation 6 Required sg = [(Dk r ) / (20 * (K/S) * v . No.5 DK x2 [ [ mm mm ] ] [ mm ] r S K v j r Da1 sl sg c1 c2 [ bar [ 2 [ N/mm [ [  [ mm [ mm [ [ [ [ [ mm mm mm mm mm ] ] ] ] ] ] ] ] ] ] ] ] Equipment No.00391 0.0022 8.c2 ) / cos j ] ^ 0.Mechanical Design Calculations Design of Top Cone a) For Design Pressure Design pressure Safety factor at design pressure Stress coefficient at design temp.1. 21 of 65 V 6370 Rev. 3.85 28 730 3528 0 1 14 0.7 * [ Da1 * ( sl . 120253 Page No.cos j ) + x2 sin j ] = x2 = 0.c1 . V 6370 Rev.3 159.74 1. ( sl -c1 -c2 / Da1 ) Hence Required sl = As per AD-Merkblatt B 2 equation 6 Required sg = [(Dk * r ) / (20 * (K/S) * v .5 DK x2 [ [ mm mm ] ] [ mm ] r [ H [ pStatic [ p' [ S' K20 v j r Da1 sl sg c1 c2 bar mm bar bar ] ] ] ] ] ] ] ] ] ] ] ] ] ] ] 0 6 25079 2.3 * p ) + pStatic Safety factor at test pressure Stress coefficient at 20 deg.Mechanical Design Calculations Design of Cone b) For Test Pressure ( Equipment in upright condition) Design pressure Height of water column Static pressure of test water = H / 10000 Hydrotest pressure = ( 1.0038 0.c1 .20598 0.31 1.9 218.c2 ) / cos j ] ^ 0.5 [ mm ] 11.r )] * ( 1 / cos j ) + c1 + c2 Where DK = Da1 . 3.7 * [ Da1 * ( sl .cos j ) + x2 sin j ] = x2 = 0.85 40 730 3544 [ 2 [ N/mm [ [  [ mm [ mm [ [ [ [ [ mm mm mm mm mm 0 1 22 0. CSPC NANHAI PETROCHEMICALS PROJECT Project No. C Factor Cone angle Transition radius Outside diameter of connected cylinder Required wall thickness inside of taper area Required wall thickness outside of taper area Allowance for minus thickness tolerance Wastage allowance Provided cone thickness As per AD-Merkblatt B 2 subclause 8.9 2921.1 234 0. 120253 Page No.5079 10.4 for j = 28 .2 Hence provide cone plate thickness 14 mm is OK. 21 of 65 .2 * [ sl + r ( 1 .1.0024 9.1 [r' * S' / (15 * K20 * v)] [r / Da1] From Fig. 4886922 .0. 6981317 .0. {end}){calc}{home}'~ /wgpd /wgpe /c{esc}{up}~~{edit}{home}{del} @length("{end}"){calc}{home} @repeat("-".Underline a string using Asterisks \D \E \L .Create a Macro {d 5}/rnc\a~~{d 4} /rnc\d~~{d 2}/rnc\e~~{d 2}/rnc\l~~{d 4} /rnc\p~~{d 2}/rnc\s~~{d 2}/rnc\u~~{d 2} /rnc\c~~{d 3}/rncc~~{d 2}/rnc\x~~/wgpe{home} /c{esc}{up}~~{edit}{home}{del} @length("{end}"){calc}{home} @repeat("*".Copiy cell at location to the cell b:c35 .Turn global protection OFF .Turn global protection ON .Protect range(s) .{end}){calc}{home}'~ /rp {paneloff}/fs~r /ru /c~b:c35~ \A .Save the file .Copied cell using macro \c SA-516-70 /cc~~ \X .Copy the cell at b:c36 to the current pointer location .Unprotect a range .▲1_THE MACRO TABLE _________ ______________________________________ _________ _________ _________ MACRO DESCRIPTION MACRO NAME KEYSTROKES _________ ______________________________________ _________ _________ _________ \M .Underline a string using lines \P \S \U \C . _________ _________ e~~{d 2}/rnc\l~~{d 4} s~~{d 2}/rnc\u~~{d 2} ~~{d 2}/rnc\x~~/wgpe{home} .
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