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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 ...
Page 284
... ft spans carries a concentrated load of 400 lb at the center of the first span , a concentrated load of 640 lb at ... long , the second span is 16 ft long , and the third span is 20 ft long . Over the first span there is a uniformly ...
... ft spans carries a concentrated load of 400 lb at the center of the first span , a concentrated load of 640 lb at ... long , the second span is 16 ft long , and the third span is 20 ft long . Over the first span there is a uniformly ...
Page 416
... ft long . Using the AISC formula and Eq . ( 11-21 ) , compute the maximum load that can be carried at an eccentricity of 5 in . from the geometric axis . The column also carries a central load of 12,000 lb. Ans . P = 6350 lb 1137. A ...
... ft long . Using the AISC formula and Eq . ( 11-21 ) , compute the maximum load that can be carried at an eccentricity of 5 in . from the geometric axis . The column also carries a central load of 12,000 lb. Ans . P = 6350 lb 1137. A ...
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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