Strength of Materials |
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Page 223
... beam shown in Fig . P - 654 , find the value of EI8 at 3 ft from R2 . Hint : Draw the reference tangent to the elastic curve at R2 . 655. Find the value of EI8 under each concentrated load of the beam shown in Fig . P - 655 . Ans . 2440 ...
... beam shown in Fig . P - 654 , find the value of EI8 at 3 ft from R2 . Hint : Draw the reference tangent to the elastic curve at R2 . 655. Find the value of EI8 under each concentrated load of the beam shown in Fig . P - 655 . Ans . 2440 ...
Page 261
... beam shown in Fig . P - 729 , compute the end moment and maximum EIS . Ans . M = –1840 ft - lb ; EIS = 9120 lb - ft3 730. Determine the end moment and maximum deflection for the perfectly restrained beam loaded as shown in Fig . P - 730 ...
... beam shown in Fig . P - 729 , compute the end moment and maximum EIS . Ans . M = –1840 ft - lb ; EIS = 9120 lb - ft3 730. Determine the end moment and maximum deflection for the perfectly restrained beam loaded as shown in Fig . P - 730 ...
Page 293
... beam shown in Fig . P - 840 , determine the prop re- action and the maximum positive bending moment . 173 ft - lb Determine the wall moment and prop reaction for the beam shown in 841 . Fig . P - 841 . 135 lb / ft- Ans . R = 520 lb ; M ...
... beam shown in Fig . P - 840 , determine the prop re- action and the maximum positive bending moment . 173 ft - lb Determine the wall moment and prop reaction for the beam shown in 841 . Fig . P - 841 . 135 lb / ft- Ans . R = 520 lb ; M ...
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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