8/27/2017 1MKAT SOLUTIONS
Below appendix has been removed
 Appendix 1-9 : Alternative rules for reinforcement of
openings under internal pressure
 Appendix 1-10 : Alternative method for design of
reinforcement for openings in cylindrical
and conical shells under internal pressure
 The main reason being that they are widely untouched and
don’t cover the requirement properly
 They are updated and moved to Part 4.5 of Section VIII,
Division 2.
8/27/2017 2MKAT SOLUTIONS
UG-36 :openings in pressure vessels – values
are little modified
 For vessel ID 1520 mm (1500) and less half the vessel
diameter but not to exceed 510 mm (500)
 This is Just to match the OD of pipe size in mm
8/27/2017 3MKAT SOLUTIONS
UG-66 Curve B
A new material SA-299 is added
Appendix 5: Expansion joint
Extra figures are added
8/27/2017 4MKAT SOLUTIONS
Div 2
There is a major change
Now there are two classes of vessel
 Class 1 vessels have a Design Margin of 3.0,
which is the same as 2004 Edition
 Class 2 vessels have a Design Margin of 2.4,
which is the same as 2015 Edition
8/27/2017MKAT SOLUTIONS 5
Div 2
There is a major change
Now there are two classes of vessel
 Class 1 vessels have a Design Margin of 3.0,
which is the same as 2004 Edition
 Class 2 vessels have a Design Margin of 2.4,
which is the same as 2015 Edition
8/27/2017MKAT SOLUTIONS 6
 For Class 1 vessels, certification of the User’s
Design Specification is only required if a
fatigue analysis is necessary
 For Class 1 vessels, certification of the
Manufacturer’s Design Report is only required
if Part 5 Design-by-Analysis is used to
determine the pressure thickness
8/27/2017MKAT SOLUTIONS 7
 For Class 2 certification of the User’s Design
Specification and Manufacturer’s Design
Report is required, same as requirement as in
2015 Edition.
8/27/2017MKAT SOLUTIONS 8
 The introduction of Class 1 vessels in Section
VIII, Division 2 will allow U2 Certificate
Holders to design and construct an ASME
vessel with a U2 Certification Designator that
is lighter than a Section VIII, Division 1 vessel
but without all of the additional requirements
of a U2 Class 2 vessel.
8/27/2017MKAT SOLUTIONS 9
 Class 1 Vessel – a vessel that is designed
using the allowable stresses from Section II
Part D, subpart 1, Table 2A
 Class 2 Vessel – a vessel that is designed
using the allowable stresses from Section II
Part D, subpart 1, Table 5A
8/27/2017MKAT SOLUTIONS 10
 To simplify :
 Class 1 Class 2
S is lower of S is lower of
UTS/3 , Yield/1.5 UTS/2.4 , Yield/1.5
8/27/2017MKAT SOLUTIONS 11
Ex for SA 516 Gr 70
UTS = 480 Mpa Yeild = 260 MPa
Class 1 Class 2
S is lower of S is lower of
480/3 , 260/1.5 480/2.4 , 260/1.5
Ie 160,174 200,174
160 174
8/27/2017MKAT SOLUTIONS 12
8/27/2017MKAT SOLUTIONS 13
UTS
Yield
Class 2 : 67 %
Class 1 : 62 %
ASME Div 1: 53 %
ɛ
σ
Allowable stress comparision
Some other changes:
 Adoption of the ASME CA-1 Standard on
“Conformity Assessment Requirements”
 Axial Compressive Stress and Hoop Compression-
Paragraphs 4.4.12.2 (b) and (e), 4.4.12.4 (b) and (c), and 4.4.15
were revised to correct the limits for the compressive stress factors
 Correct Equation 4.4.126 in Paragraph
4.4.12.4
8/27/2017MKAT SOLUTIONS 14
8/27/2017MKAT SOLUTIONS 15

Key changes in the 2017 edition

  • 1.
  • 2.
    Below appendix hasbeen removed  Appendix 1-9 : Alternative rules for reinforcement of openings under internal pressure  Appendix 1-10 : Alternative method for design of reinforcement for openings in cylindrical and conical shells under internal pressure  The main reason being that they are widely untouched and don’t cover the requirement properly  They are updated and moved to Part 4.5 of Section VIII, Division 2. 8/27/2017 2MKAT SOLUTIONS
  • 3.
    UG-36 :openings inpressure vessels – values are little modified  For vessel ID 1520 mm (1500) and less half the vessel diameter but not to exceed 510 mm (500)  This is Just to match the OD of pipe size in mm 8/27/2017 3MKAT SOLUTIONS
  • 4.
    UG-66 Curve B Anew material SA-299 is added Appendix 5: Expansion joint Extra figures are added 8/27/2017 4MKAT SOLUTIONS
  • 5.
    Div 2 There isa major change Now there are two classes of vessel  Class 1 vessels have a Design Margin of 3.0, which is the same as 2004 Edition  Class 2 vessels have a Design Margin of 2.4, which is the same as 2015 Edition 8/27/2017MKAT SOLUTIONS 5
  • 6.
    Div 2 There isa major change Now there are two classes of vessel  Class 1 vessels have a Design Margin of 3.0, which is the same as 2004 Edition  Class 2 vessels have a Design Margin of 2.4, which is the same as 2015 Edition 8/27/2017MKAT SOLUTIONS 6
  • 7.
     For Class1 vessels, certification of the User’s Design Specification is only required if a fatigue analysis is necessary  For Class 1 vessels, certification of the Manufacturer’s Design Report is only required if Part 5 Design-by-Analysis is used to determine the pressure thickness 8/27/2017MKAT SOLUTIONS 7
  • 8.
     For Class2 certification of the User’s Design Specification and Manufacturer’s Design Report is required, same as requirement as in 2015 Edition. 8/27/2017MKAT SOLUTIONS 8
  • 9.
     The introductionof Class 1 vessels in Section VIII, Division 2 will allow U2 Certificate Holders to design and construct an ASME vessel with a U2 Certification Designator that is lighter than a Section VIII, Division 1 vessel but without all of the additional requirements of a U2 Class 2 vessel. 8/27/2017MKAT SOLUTIONS 9
  • 10.
     Class 1Vessel – a vessel that is designed using the allowable stresses from Section II Part D, subpart 1, Table 2A  Class 2 Vessel – a vessel that is designed using the allowable stresses from Section II Part D, subpart 1, Table 5A 8/27/2017MKAT SOLUTIONS 10
  • 11.
     To simplify:  Class 1 Class 2 S is lower of S is lower of UTS/3 , Yield/1.5 UTS/2.4 , Yield/1.5 8/27/2017MKAT SOLUTIONS 11
  • 12.
    Ex for SA516 Gr 70 UTS = 480 Mpa Yeild = 260 MPa Class 1 Class 2 S is lower of S is lower of 480/3 , 260/1.5 480/2.4 , 260/1.5 Ie 160,174 200,174 160 174 8/27/2017MKAT SOLUTIONS 12
  • 13.
    8/27/2017MKAT SOLUTIONS 13 UTS Yield Class2 : 67 % Class 1 : 62 % ASME Div 1: 53 % ɛ σ Allowable stress comparision
  • 14.
    Some other changes: Adoption of the ASME CA-1 Standard on “Conformity Assessment Requirements”  Axial Compressive Stress and Hoop Compression- Paragraphs 4.4.12.2 (b) and (e), 4.4.12.4 (b) and (c), and 4.4.15 were revised to correct the limits for the compressive stress factors  Correct Equation 4.4.126 in Paragraph 4.4.12.4 8/27/2017MKAT SOLUTIONS 14
  • 15.