Strength of Materials |
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Page 310
... Solve Prob . 856 if the moment of inertia varies from span to span so that the relative stiffness for span 1 is 2 , that for span 2 is 1.5 , and that for span 3 is 1 . 886. Solve for the support moments in Prob . 825 ( page 284 ) if the ...
... Solve Prob . 856 if the moment of inertia varies from span to span so that the relative stiffness for span 1 is 2 , that for span 2 is 1.5 , and that for span 3 is 1 . 886. Solve for the support moments in Prob . 825 ( page 284 ) if the ...
Page 338
Ferdinand Leon Singer. 937. Solve Prob . 936 if the directions of the 4000 psi shearing stresses in ( b ) are reversed . Can you anticipate whether the results will be changed ? 938. Solve Prob . 936 if the N axis is changed in ( b ) so ...
Ferdinand Leon Singer. 937. Solve Prob . 936 if the directions of the 4000 psi shearing stresses in ( b ) are reversed . Can you anticipate whether the results will be changed ? 938. Solve Prob . 936 if the N axis is changed in ( b ) so ...
Page 416
... Solve Prob . 1138 if the eccentric load is applied on the major axis . 1140. Find the maximum length of a 10 WF 49 section used as a column to support a central load of 80,000 lb and an eccentric load of 40,000 lb acting 10 in . off ...
... Solve Prob . 1138 if the eccentric load is applied on the major axis . 1140. Find the maximum length of a 10 WF 49 section used as a column to support a central load of 80,000 lb and an eccentric load of 40,000 lb acting 10 in . off ...
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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