Strength of Materials |
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Page 117
... Hinge R1 R2 Fig . P - 433 . 10 ' R3 433. A beam supported on three reactions as shown in Fig . P - 433 consists of two segments joined by a frictionless hinge at which the bending moment is zero . Ans . Max . M +4000 ft - lb = 2400 lb 4 ...
... Hinge R1 R2 Fig . P - 433 . 10 ' R3 433. A beam supported on three reactions as shown in Fig . P - 433 consists of two segments joined by a frictionless hinge at which the bending moment is zero . Ans . Max . M +4000 ft - lb = 2400 lb 4 ...
Page 393
... hinged column of the same length . One other type of column is hinged at one end and built in at the other , as in Fig . 11-6 . For it , the point of inflection can be shown to be nearly 0.7L from the hinged end . Hence substituting an ...
... hinged column of the same length . One other type of column is hinged at one end and built in at the other , as in Fig . 11-6 . For it , the point of inflection can be shown to be nearly 0.7L from the hinged end . Hence substituting an ...
Page 397
... hinged column about an axis perpendicular to the 2 - in . dimension , and as a fixed - ended column about an axis ... hinged . 1108. Select the lightest WF section that will act as a column 25 ft long with hinged ends and support an ...
... hinged column about an axis perpendicular to the 2 - in . dimension , and as a fixed - ended column about an axis ... hinged . 1108. Select the lightest WF section that will act as a column 25 ft long with hinged ends and support an ...
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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