## Strength of materials |

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Page 423

In a butt joint, the plates are butted together and joined by two

riveted to each of the main plates. (Occasionally only one

The number of rows of rivets used to fasten the

identifies ...

In a butt joint, the plates are butted together and joined by two

**cover plates**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 plateidentifies ...

Page 429

-Rowl Row 2 Similarly, the external load required to tear the main plate at row 3

must include the rivet resistance in rows 1 ... At row 3, the tearing of the

Fig.

-Rowl Row 2 Similarly, the external load required to tear the main plate at row 3

must include the rivet resistance in rows 1 ... At row 3, the tearing of the

**cover****plates**is resisted by the tensile strength of the reduced section at that row (seeFig.

Page 431

The longitudinal joint of a boiler having J-in. plates has a strength of 80,000 lb in

a pitch length of 16 in. ... A double-riveted butt joint is of the pressure type in

which the upper

the ...

The longitudinal joint of a boiler having J-in. plates has a strength of 80,000 lb in

a pitch length of 16 in. ... A double-riveted butt joint is of the pressure type in

which the upper

**cover plate**extends over only the inner rows of rivets, whereasthe ...

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### Common terms and phrases

allowable stresses aluminum angle assumed axes axial load beam in Fig beam loaded beam shown bending bolt cantilever beam caused centroid CN CN column compressive stress Compute the maximum concentrated load concrete cover plate cross section deformation Determine the maximum diameter elastic curve end moments equal equivalent Euler's formula factor of safety fibers flange flexure formula free-body diagram ft long ft-lb Hence hinged Hooke's law horizontal ILLUSTRATIVE PROBLEMS lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan midspan deflection modulus Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius ratio reaction Repeat Prob resisting restrained beam resultant segment shaft shear center shear diagram shearing force shown in Fig Solution Solve Prob span static steel strain tensile stress thickness torque torsional uniformly distributed load vertical shear weld zero