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By editors Armand Borel & George D. Mostow

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6 Sheared or oxygen-cut surfaces on manhole necks, nozzle necks, reinforcing plates, and shell-plate openings shall be made uniform and smooth, with the corners rounded except where the surfaces are fully covered by attachment welds. 7 The periphery of the insert plates shall have a 1:4 tapered transition to the thickness of the adjacent shell plates. 2. Reinforcement of shell openings that comply with API Standard 620 are acceptable alternatives. This statement of permissible alternatives of shell opening reinforcement does not apply to flush-type cleanout fittings and flush-type shell connections.

2 for specific requirements for vertical shell joints. 5 and shall have complete penetration and complete fusion. The backing strip, if used, shall be compatible for welding the annular plates together. 7 Shell-to-Bottom Fillet Welds a. ), and less, the attachment between the bottom edge of the lowest course shell plate and the bottom plate shall be a continuous fillet weld laid on each side of the shell plate. 3 for specific requirements for horizontal shell joints. /5924979112, User=, 04/10/2003 00:17:11 MDT Questions or comments about this message: please call the Document Policy Management Group at 1-800-451-1584.

B. The nominal thickness used. c. The material specification. d. The allowable stresses. 8 Isolated radial loads on the tank shell, such as those caused by heavy loads on platforms and elevated walkways between tanks, shall be distributed by rolled structural sections, plate ribs, or built-up members. 1 The maximum allowable product design stress, Sd, shall be as shown in Table 3-2. The net plate thicknesses—the actual thicknesses less any corrosion allowance—shall be used in the calculation. The design stress basis, Sd, shall be either two-thirds the yield strength or two-fifths the tensile strength, whichever is less.

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