Strength of Materials |
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Page 262
... restrained at its ends . The slope at the left end is wL3 72EI directed up to the left , whereas at the right end the slope is directed up to the right . Determine the end moments . wL3 72EI 736. The beam shown in Fig . P - 735 is ...
... restrained at its ends . The slope at the left end is wL3 72EI directed up to the left , whereas at the right end the slope is directed up to the right . Determine the end moments . wL3 72EI 736. The beam shown in Fig . P - 735 is ...
Page 264
... summarized in Table 7-2 . In the following problems we show how these general values are superposed to solve design problems involving various combinations of loads . CASE NO . 1 A B 2 A B 3 264 [ Chap . 7 Restrained Beams.
... summarized in Table 7-2 . In the following problems we show how these general values are superposed to solve design problems involving various combinations of loads . CASE NO . 1 A B 2 A B 3 264 [ Chap . 7 Restrained Beams.
Page 268
Ferdinand Leon Singer. PROBLEMS 748. A restrained beam 20 ft long supports a concentrated load of 8 kips at 6 ft from the left end , and another concentrated load of 12 kips at 8 ft from the right end . Select the lightest WF beam that ...
Ferdinand Leon Singer. PROBLEMS 748. A restrained beam 20 ft long supports a concentrated load of 8 kips at 6 ft from the left end , and another concentrated load of 12 kips at 8 ft from the right end . Select the lightest WF beam that ...
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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