Where:
TS=ultimate tensile strength of shell plate, pounds per square inch (psi)
t=minimum thickness of shell plate, in weakest course (inches)
E=efficiency of longitudinal joint [For tube ligaments and pitch, determine E in accordance ASME Code, Section I. For riveted construction, refer to the National Board Inspection Code, 1973 edition. For seamless construction , consider E to be one hundred percent (100%).]
R=inside radius of weakest course of shell (inches)
FS=factor of safety [See subparagraph (a) of paragraph (4) and subparagraph (c) of paragraph (5) of this rule]
PSI | |
Iron rivets in single shear | 38,000 |
Iron rivets in double shear | 76,000 |
Steel rivets in single shear | 44,000 |
Steel rivets in double shear | 88,000 |
(When the diameter of the rivet holes in the longitudinal joints of a boiler is not known, the diameter and cross-sectional area of rivets, after driving, may be selected from Table 1, or as ascertained by cutting out one (1) rivet in the body of the joint.)
Table 1
Sizes of Rivets Based on Plate Thickness
Thickness | 1/4 | 9/32 | 5/16 | 11/32 | 3/8 | 13/32 |
of plate | ||||||
(inches) | ||||||
Diameter | ||||||
of rivet | ||||||
after | 11/16 | 11/16 | 3/4 | 3/4 | 13/16 | 13/16 |
driving | ||||||
(inches) | ||||||
Thickness | ||||||
of plate | 7/16 | 15/32 | 1/2 | 9/16 | 5/8 | |
(inches) | ||||||
Diameter | ||||||
of rivet | ||||||
after | 15/16 | 15/16 | 15/16 | 1-1/16 | 1-1/16 | |
driving | ||||||
(inches) |
Tenn. Comp. R. & Regs. 0800-03-03-.13
Authority: T.C.A. §§ 68-122-102, 68-122-104, and 68-122-202.