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Page 101
Ferdinand Leon Singer. 410. Cantilever beam carrying the uniformly varying load shown in Fig . P - 410 . 411. Cantilever beam carrying a distributed load varying from w lb / ft at the free ... shown in Fig . Art . 4-2 ] 101 Shear and Moment.
Ferdinand Leon Singer. 410. Cantilever beam carrying the uniformly varying load shown in Fig . P - 410 . 411. Cantilever beam carrying a distributed load varying from w lb / ft at the free ... shown in Fig . Art . 4-2 ] 101 Shear and Moment.
Page 207
... shown in Fig . P - 624 . Ans . ( Area ) ABTA = 22,500 lb - ft3 60 lb 400 lb M - 300 ft - lb 4 ' 2 ' 30 lb / ft 3 ' A B Α B 3 ' . 3 ' 3 ' R1 R2 Ri R2 Fig . P - 624 . Fig . P - 625 . 625. Beam loaded as shown in Fig . P - 625 . Hint ...
... shown in Fig . P - 624 . Ans . ( Area ) ABTA = 22,500 lb - ft3 60 lb 400 lb M - 300 ft - lb 4 ' 2 ' 30 lb / ft 3 ' A B Α B 3 ' . 3 ' 3 ' R1 R2 Ri R2 Fig . P - 624 . Fig . P - 625 . 625. Beam loaded as shown in Fig . P - 625 . Hint ...
Page 261
... Fig . P - 729 . 729. For the restrained 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 ...
... Fig . P - 729 . 729. For the restrained 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 ...
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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