Strength of Materials |
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Page 113
... concentrated force - the intensity of loading is infinitely upward , and the corresponding slope of the shear diagram is vertically upward , as is the case at the reaction R1 . Similarly for a concentrated downward load at E , the ...
... concentrated force - the intensity of loading is infinitely upward , and the corresponding slope of the shear diagram is vertically upward , as is the case at the reaction R1 . Similarly for a concentrated downward load at E , the ...
Page 268
... concentrated load of 12 kips at 8 ft from the right end . Select the lightest WF beam that will support these loads ... load of 240 lb / ft over its entire length , and a concentrated load P at 8 ft from the left end . De- termine P so ...
... concentrated load of 12 kips at 8 ft from the right end . Select the lightest WF beam that will support these loads ... load of 240 lb / ft over its entire length , and a concentrated load P at 8 ft from the left end . De- termine P so ...
Page 284
... concentrated 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 ...
... concentrated 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 ...
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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