Strength of Materials |
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Page 263
... moment at one end as the redundants . - Fig . 7-12 . Moment diagrams for beams in Fig . 7-11b and 7-11 c . PROBLEMS Use the end moments as the redundants in solving Art . 7-5 ] Restrained Beam Equivalent to Simple Beam with End Moments 263.
... moment at one end as the redundants . - Fig . 7-12 . Moment diagrams for beams in Fig . 7-11b and 7-11 c . PROBLEMS Use the end moments as the redundants in solving Art . 7-5 ] Restrained Beam Equivalent to Simple Beam with End Moments 263.
Page 264
... moment at the restrained end of the propped beam shown in Fig . P - 741 . 742. Determine the end moments in the restrained beam described in Prob . 710 ( page 253 ) . 743. Compute the end moments in the restrained beam described in Prob ...
... moment at the restrained end of the propped beam shown in Fig . P - 741 . 742. Determine the end moments in the restrained beam described in Prob . 710 ( page 253 ) . 743. Compute the end moments in the restrained beam described in Prob ...
Page 303
... final moments in Fig . 8-19d are obtained by superposition of the FEMS in Fig . 8-19b and of the distributed moments and carry - over moments in Fig . 8-19c . Sign Convention . In the preceding discussion , signs were based on ...
... final moments in Fig . 8-19d are obtained by superposition of the FEMS in Fig . 8-19b and of the distributed moments and carry - over moments in Fig . 8-19c . Sign Convention . In the preceding discussion , signs were based on ...
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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