tutorial of wrc 107 for lifting lugs
DESCRIPTION
wrc 107TRANSCRIPT
Page1 of 20
Filename:document.xls
PROCEDURE OF WRC-107 CALCULATIONS FOR LIFTING LUGS(Horizontal vessels)
Sketch
Step 1
Import data from PV elite
Step 2
Step 3 In PV Elite, Click this button -->(To start design of lifting lug)
Step 4As Shown Below:
Note values from output file of PVElite, as shown below.
Open PVElite Input file
A new window "COADE CALC" will open, Go to Step 4
Lifting Lugs
F
Page2 of 20
Filename:document.xls
Step 5As shown below in sketch
Step 6
Step 7
Go to 'Analysis'→'Choose Analysis type'→'WRC 107 / FEA'
A new window will open. Click " +" new Item button
Give Description of item, select attachment type as "Rectangular" & select "solid" in
Hollow or Solid box
Page3 of 20
Filename:document.xls
Step 8window. If there is any pad attached also give its dimension.
Step 9
Also give dimensions of rectangular attachment by clicking ">>" button
In Vessel provide data for Vessel (from data sheet or Pv elite calculations) on which lifting lug is attached.
Page4 of 20
Filename:document.xls
Step 10 A Provide values in input cells in table 1 & take value of weight from step 1
Input Cell
Output Cells
Weight of Empty Vessel W = 5000 N
Impact Factor (generally 1.5) I = 18
Design Lifting Load (Total) W x I F = 90000 N
No. of Lifting Lugs n = 2
Thickness of lifting lug T = 10 mm
Length of lifting lug from centre of hole to centre of weld line d = 100 mm
Thickness of pad Tp = 10 mm
Half of the circumferential angle between Lugs. ө = 30 deg.
Load per Lug F / n = 45000 N
Radial Load, P = F x I / n = 45000 N
Circumferential Shear, VC = F (tan ө) / n = 25981 N
Longitudinal Shear, VL = 0.05 (F/n) = 2250 N
Longitudinal Moment, ML = P x d + VL (Tp + T/2) = 4533750 N-mm
Torsional Moment, MT = VC x d = 2598074 N-mm
Circumferential Moment, MC = VC (Tp + T/2) = 389711 N-mm
Table 1
Page5 of 20
Filename:document.xls
Step 10 B
Step 11
Step 12 Analyze
Step 13
Step 14
In Loads provide values from Step10A.
Save your file at required location.
Read at end of Report (as below)
If the results are " Fail", go to Step 8 & try with different geometrical dimensions.Unless you get "Passed" message
Page 6 of 20
File name:document.xls
PROCEDURE OF WRC-107 CALCULATIONS FOR LIFTING LUGS(Horizontal vessels)
Sketch
Step 1
Import data from PV elite
Step 2
Step 3 In PV Elite, Click this button -->(To start design of lifting lug)
Step 4As Shown Below:
Note values from output file of PVElite, as shown below.
Open PVElite Input file
A new window "COADE CALC" will open, Go to Step 4
Page 7 of 20
File name:document.xls
Step 5As shown below in sketch
Step 6
Step 7
Go to 'Analysis'→'Choose Analysis type'→'WRC 107 / FEA'
A new window will open. Click " +" new Item button
Give Description of item, select attachment type as "Rectangular" & select "solid" in
Hollow or Solid box
Page 8 of 20
File name:document.xls
Step 8window. If there is any pad attached also give its dimension.
Step 9
Also give dimensions of rectangular attachment by clicking ">>" button
In Vessel provide data for Vessel (from data sheet or Pv elite calculations) on which lifting lug is attached.
Page 9 of 20
File name:document.xls
Step 10 A Provide values in input cells in table 1 & take value of weight from step 1
Input Cell
Output Cells
Weight of Empty Vessel W = 5000 N
Impact Factor (generally 1.5) I = 1.5
Design Lifting Load (Total) W x I F = 7500 N
No. of Lifting Lugs n = 2
Thickness of lifting lug T = 10 mm
Length of lifting lug from centre of hole to bottom. d = 55 mm
Thickness of pad Tp = 10 mm
Half of the circumferential angle between Lugs. ө = 30 deg.
Table 1
Page 10 of 20
File name:document.xls
Step 10 B
Step 11
Step 12 Analyze
Step 13
Step 14
In Loads provide values from Step10A.
Save your file at required location.
Read at end of Report (as below)
If the results are " Fail", go to Step 8 & try with different geometrical dimensions.Unless you get "Passed" message
Page[Page] of 20
File name:document.xls
PROCEDURE OF WRC-107 CALCULATIONS FOR LIFTING LUGS(Vertical vessel)
Vertical lift
Step 1
Import data from PV elite
Step 2
Step 3 In PV Elite, Click this button -->(To start design of lifting lug)
Step 4As Shown Below:
Note values from output file of PVElite, as shown below.
Open PVElite
A new window "COADE CALC" will open, Go to Step 4
VL= Longitudinal ShearVC= Circumferential Shear
VL
Page[Page] of 20
File name:document.xls
Step 5As shown below in sketch
Step 6
Step 7
Go to 'Analysis'→'Choose Analysis type'→'WRC 107 / FEA'
A new window will open. Click " +" new Item button
Give Description of item, select attachment type as "Rectangular" & select "solid" in
Hollow or Solid box
Page[Page] of 20
File name:document.xls
Step 8window. If there is any pad attached also give its dimension.
Step 9
Also give dimensions of rectangular attachment by clicking ">>" button in Rectangular attachment
In Vessel provide data for Vessel from Datasheet or output PVElite file.
Page[Page] of 20
File name:document.xls
Step 10 A Provide values in input cells in table 1 & take value of weight from step 1
Input Cell
Output Cells
Weight of Empty Vessel W = 54000 N
Impact Factor (generally 1.5) I = 1.5
Design Lifting Load (Total) W x I F = 81000 N
No. of Lifting Lugs n = 2
Thickness of lifting lug T = 10 mm
Length of lifting lug from centre of hole to center of weld line d = 55 mm
Thickness of pad Tp = 10 mm
Half of the circumferential angle between Lugs. ө = 30 deg.
Load per Lug F / n = 40500 N
IN VERTICAL LIFTING
Radial Load, P = 0.05 x F / n = 2025 N
Longitudinal Shear, VL = F / n = 40500 N
Circumferential Shear , VC = 0.05 x F / n = 2025 N
MOMENT CALCUALTIONS (In Vertical Lifting)
Longitudinal Moment, ML = Pd + VL (Tp + T/2) = 751275 N-mm
Circumferential Moment, MC = VC (Tp + T/2) = 30375 N-mm
Torsional Moment, MT = VC d 111375 N-mm
Step 10 B In Load provide values from Step 10A.
Table 1
Page[Page] of 20
File name:document.xls
Step 11
Step 12 Analyze
Step 13
Step 14
Save your file at required location.
Read at end of Report (as below)
If the results are Fail. Go to Step 8 & try again with different geometrical dimensions.
Unless you get "Passed" message
Page 16 of 20
File name:document.xls
PROCEDURE OF WRC-107 CALCULATIONS FOR LIFTING LUGS(Vertical vessel)Horizontal lift
Step 1
Import data from PV elite
Step 2
Step 3 In PV Elite, Click this button -->(To start design of lifting lug)
Step 4As Shown Below:
Note values from output file of PVElite, as shown below.
Open PVElite
A new window "COADE CALC" will open, Go to Step 4
VC= Circumferential Shear
Page 17 of 20
File name:document.xls
Step 5As shown below in sketch
Step 6
Step 7
Go to 'Analysis'→'Choose Analysis type'→'WRC 107 / FEA'
A new window will open. Click " +" new Item button
Give Description of item, select attachment type as "Rectangular" & select "solid" in
Hollow or Solid box
Page 18 of 20
File name:document.xls
Step 8window. If there is any pad attached also give its dimension.
Step 9
Also give dimensions of rectangular attachment by clicking ">>" button infront of Attachment type box
In Vessel provide data for Vessel from Datasheet or PVElite output file.
Page 19 of 20
File name:document.xls
Step 10 A Provide values in input cells in table 1 & take value of weight from step 1
Input Cell
Output Cells
Weight of Empty Vessel W = 54000 N
Impact Factor (generally 1.5) I = 1.5
Design Lifting Load (Total) W x I F = 81000 N
No. of Lifting Lugs n = 2
Thickness of lifting lug T = 10 mm
Length of lifting lug from centre of hole to center of weld line d = 55 mm
Thickness of pad Tp = 10 mm
Half of the circumferential angle between Lugs. ө = 30 deg.
Load per Lug F / n = 40500 N
IN HORIZONTAL LIFTING
Radial Load, P = 0.05 x F / n = 2025 N
Longitudinal Shear, VL = 0.05 x F / n = 2025 N
Circumferential Shear, VC = F / n = 40500 N
MOMENT CALCULATIONS (In Horizontal Lifting)
Longitudinal Moment, ML = Pd + VL (Tp + T/2) = 141750 N-mm
Circumferential Moment, MC = VC (Tp + T/2) = 607500 N-mm
Torsional Moment, MT = VC d = 2227500 N-mm
Step 10 B In Load provide values from Step 10A.
Table 1
Page 20 of 20
File name:document.xls
Step 11
Step 12 Analyze
Step 13
Step 14
Save your file at required location.
Read at end of Report (as below)
If Results are Fail go to Step 8 and try again with different geometric specifications.
Unless you get "Passed" message