TStE | ||
- - | = | maximum allowable working pressure, in PSIG |
RFS | ||
where: | ||
TS = | ultimate tensile strength of shell plate, in PSIG. If the tensile strength is not known, it shall be deemed to be 55,000 PSIG for steel and 45,000 PSIG for wrought iron. | |
t = | minimum thickness of shell plate of weakest course, in inches. | |
E = | efficiency of longitudinal joint: | |
For tube ligaments, E is determined by the appropriate provisions of section I of the ASME Boiler and Pressure Vessel Code, as adopted by reference in NAC 455C.108. | ||
For riveted construction, E is determined by the appropriate provisions of the National Board Inspection Code. | ||
For seamless construction, E must be 100 percent. | ||
R = | inside radius of weakest course of shell, in inches. | |
FS = | factor of safety permitted by this chapter. | |
PSIG | |
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 |
Sizes of Rivets Based on Plate Thickness | ||||||
Thickness of plate, in inches | 1/4 | 9/32 | 5/16 | 11/32 | 3/8 | 13/32 |
Diameter of rivet after driving, in inches | 11/16 | 11/16 | 3/4 | 3/4 | 13/16 | 13/16 |
Thickness of plate, in inches | 7/16 | 15/32 | 1/2 | 9/16 | 5/8 | |
Diameter of rivet after driving, in inches | 15/16 | 15/16 | 15/16 | 1-1/16 | 1-1/16 |
Nev. Admin. Code § 455C.242
Added to NAC by Div. of Industrial Relations by R101-02, eff. 12-15-2004
NRS 455C.110