Strength of Materials |
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Page 423
... joint as single - riveted , double - riveted , etc. ( Fig . 12–2 ) . Frequently the outer cover plate in a boiler joint is narrower than the inner cover plate , as in ( c ) and ( d ) of Fig . 12-2 , the outer plate being wide enough to ...
... joint as single - riveted , double - riveted , etc. ( Fig . 12–2 ) . Frequently the outer cover plate in a boiler joint is narrower than the inner cover plate , as in ( c ) and ( d ) of Fig . 12-2 , the outer plate being wide enough to ...
Page 424
Ferdinand Leon Singer. In determining the strength of a riveted joint , computations are usually made for a length of joint corresponding to a repeating pattern of rivets . The length of the repeating pattern ( more commonly called a ...
Ferdinand Leon Singer. In determining the strength of a riveted joint , computations are usually made for a length of joint corresponding to a repeating pattern of rivets . The length of the repeating pattern ( more commonly called a ...
Page 431
... joint of a boiler having -in . plates has a strength of 80,000 lb in a pitch length of 16 in . The efficiency of the girth joint is 45 % and the allowable tensile stress is 11,000 psi . Determine the maximum diameter of the boiler if it ...
... joint of a boiler having -in . plates has a strength of 80,000 lb in a pitch length of 16 in . The efficiency of the girth joint is 45 % and the allowable tensile stress is 11,000 psi . Determine the maximum diameter of the boiler if it ...
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allowable stresses aluminum angle applied assumed axial load beam in Fig beam loaded beam shown bending bending moment bolt bronze cantilever beam caused centroid column compressive stress Compute the maximum concentrated load concrete continuous beam 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 Hooke's law horizontal ILLUSTRATIVE PROBLEMS inertia lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan deflection modulus Mohr's circle moment of area moment of inertia neutral axis obtain plane positive proportional limit R₂ radius reaction Repeat Prob resisting restrained beam resultant segment shaft shear diagram shearing force shown in Fig Solution Solve Prob span statically indeterminate steel strain tensile stress three-moment equation torque torsional uniformly distributed load vertical shear weld zero ΕΙ