## Strength of Materials |

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Page 423

In a butt

riveted to each of the main plates . ( Occasionally only one cover plate is used . )

The number of rows of rivets used to fasten the cover plates to each main plate ...

In a butt

**joint**, the plates are butted together and joined by two cover platesriveted to each of the main plates . ( Occasionally only one cover plate is used . )

The number of rows of rivets used to fasten the cover plates to each main plate ...

Page 424

In determining the strength of a riveted

length of

repeating pattern ( more commonly called a repeating section ) is equal to the ...

In determining the strength of a riveted

**joint**, computations are usually made for alength of

**joint**corresponding to a repeating pattern of rivets . The length of therepeating pattern ( more commonly called a repeating section ) is equal to the ...

Page 431

The longitudinal

in a pitch length of 16 in . The efficiency of the girth

allowable tensile stress is 11 , 000 psi . Determine the maximum diameter of the

boiler if it ...

The longitudinal

**joint**of a boiler having t - in . plates has a strength of 80 , 000 lbin a pitch length of 16 in . The efficiency of the girth

**joint**is 45 % and theallowable tensile stress is 11 , 000 psi . Determine the maximum diameter of the

boiler if it ...

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### Contents

List of Symbols and Abbreviations | xvi |

SIMPLE STRAIN | 26 |

TORSION | 60 |

Copyright | |

18 other sections not shown

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### Common terms and phrases

acting actual allowable angle applied assumed axes axial axis beam beam shown bending bending moment cantilever carries caused centroid circle column compressive compressive stress compute concentrated concrete consider constant couple cross section deflection deformation Determine developed diameter direction distance distributed load effect elastic curve element equal equation equivalent expressed flange flexural stress force formula ft-lb given gives Hence horizontal ILLUSTRATIVE inertia joint lb/ft length limit load material maximum maximum shearing method midspan moments negative neutral axis normal obtain occurs plane plate positive principal Prob PROBLEMS produce radius reaction reduces reference reinforced relation resisting respect resultant rivet segment shaft shearing stress shown in Fig shows slope Solution Solve span steel strain strength supported Table tangent tensile thickness torsional uniformly varies vertical weight weld yield zero