pages from api 650 11_edition addendum 2.pdf

1
WELDED T ANKS FOR OIL STORAGE 5-49 lation rings, and electrical conduit and fixtures. Items installed above the maximum liquid level of the tank are not permanent attachments. b. Temporary attachments are items welded to the shell that will be removed prior to the tank being commissioned into its intended service. These include items such as alignment clips, fitting equipment, stabilizers, and lifting lugs. 5.8.1.2 When attachments are made to shell courses of material in Group IV, IVA, V, or VI, the movement of the shell (particu- larly the movement of the bottom course) under hydrostatic loading shall be considered, and the attachments shall meet the fol- lowing requirements: a. Permanent attachments may be welded directly to the shell with fillet welds having a maximum leg dimension of 13 mm ( 1 / 2 in.). The edge of any permanent attachment welds shall be at least 75 mm (3 in.) from the horizontal joints of the shell and at least 150 mm (6 in.) from the vertical joints, insert-plate joints, or reinforcing-plate fillet welds. Permanent attachment welds may cross shell horizontal or vertical butt welds providing the welds are continuous within these limits and the angle of incidence between the two welds is greater than or equal to 45 degrees. Additionally, any splice weld in the permanent attachment shall be located a mini- mum of 150 mm (6 in.) from any shell weld unless the splice weld is kept from intersecting the shell weld by acceptable modifications to the attachment. b. The welding and inspection of permanent attachments to these shell courses shall conform to 7.2.3.5. c. Temporary attachments to shell courses shall preferably be made prior to welding of the shell joints. Weld spacing for tempo- rary attachments made after welding of the shell joints shall be the same as that required for permanent attachments. Temporary attachments to shell courses shall be removed, and any resulting damage shall be repaired and ground to a smooth profile. Figure 5-15—Rotation of Shell Connection Position of shell after elastic movement Initial shell radius = R Shell radius = R + R Height of bending in shell varies with tank radius and thickness Transition plate Bottom Reinforcing plate Inside diameter of shell 75 mm (3") min (See Details a and b) Initial centerline of connection Angle of rotation Centerline of connection after elastic movement of shell Inside of shell at centerline of opening 75 mm (3") min 75 mm (3") min Inside of shell at centerline of opening Notch to suit bottom reinforcing plate W + 300 mm (12") min, except as limited by curvature of foundation (see Detail b) Detail a Detail b DETAILS OF NOTCH IN RINGWALL

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Page 1: Pages from API 650 11_edition Addendum 2.pdf

WELDED TANKS FOR OIL STORAGE 5-49

lation rings, and electrical conduit and fixtures. Items installed above the maximum liquid level of the tank are not permanentattachments.b. Temporary attachments are items welded to the shell that will be removed prior to the tank being commissioned into itsintended service. These include items such as alignment clips, fitting equipment, stabilizers, and lifting lugs.

5.8.1.2 When attachments are made to shell courses of material in Group IV, IVA, V, or VI, the movement of the shell (particu-larly the movement of the bottom course) under hydrostatic loading shall be considered, and the attachments shall meet the fol-lowing requirements:

a. Permanent attachments may be welded directly to the shell with fillet welds having a maximum leg dimension of 13 mm (1/2 in.).The edge of any permanent attachment welds shall be at least 75 mm (3 in.) from the horizontal joints of the shell and at least150 mm (6 in.) from the vertical joints, insert-plate joints, or reinforcing-plate fillet welds. Permanent attachment welds may crossshell horizontal or vertical butt welds providing the welds are continuous within these limits and the angle of incidence between thetwo welds is greater than or equal to 45 degrees. Additionally, any splice weld in the permanent attachment shall be located a mini-mum of 150 mm (6 in.) from any shell weld unless the splice weld is kept from intersecting the shell weld by acceptablemodifications to the attachment.b. The welding and inspection of permanent attachments to these shell courses shall conform to 7.2.3.5.c. Temporary attachments to shell courses shall preferably be made prior to welding of the shell joints. Weld spacing for tempo-rary attachments made after welding of the shell joints shall be the same as that required for permanent attachments. Temporaryattachments to shell courses shall be removed, and any resulting damage shall be repaired and ground to a smooth profile.

Figure 5-15—Rotation of Shell Connection

Position of shell afterelastic movement

Initial shell radius = R

Shell radius = R + R

Height of bendingin shell varies with

tank radius and thickness

Transition plate

BottomReinforcing plate

Inside diameter of shell

75 mm (3") min

(See Details a and b)

Initial centerlineof connection

Angle ofrotation

Centerline ofconnection after

elastic movementof shell

Inside of shell atcenterline of opening

75 mm(3") min

75 mm(3") min

Inside of shell atcenterline of opening

Notch to suit bottom reinforcing plate

W + 300 mm (12") min,except as limited by

curvature of foundation(see Detail b)

Detail a Detail b

DETAILS OF NOTCH IN RINGWALL