Strength of Materials |
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Page 90
... Distributed loads may also be uniformly varying or non- uniform . In a uniformly varying or triangular load , the intensity of load- ing increases or decreases at a constant rate , as in Fig . 4-2a and 4-2b ; this condition might result ...
... Distributed loads may also be uniformly varying or non- uniform . In a uniformly varying or triangular load , the intensity of load- ing increases or decreases at a constant rate , as in Fig . 4-2a and 4-2b ; this condition might result ...
Page 201
... load is some variation of the equation y = kx " . This table gives data on four cantilever beams , each loaded ... uniformly distributed load of 30 lb / ft over the right 6 ft of the span . At any section a - a between A and B , the ...
... load is some variation of the equation y = kx " . This table gives data on four cantilever beams , each loaded ... uniformly distributed load of 30 lb / ft over the right 6 ft of the span . At any section a - a between A and B , the ...
Page 284
... load of 400 lb at the center of the first span , a concentrated load of 640 lb at the center of the third span , and a uniformly distributed load of 80 lb / ft over the middle span . Solve for the moments over the supports and check ...
... load of 400 lb at the center of the first span , a concentrated load of 640 lb at the center of the third span , and a uniformly distributed load of 80 lb / ft over the middle span . Solve for the moments over the supports and check ...
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Common terms and phrases
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