## Strength of Materials |

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Page 113

lb at D. From D to E, the loading is zero, which means that the slope is hori- lontal

. The

we locate the positions of zero shear at F and G on the shear diagram, consider ...

lb at D. From D to E, the loading is zero, which means that the slope is hori- lontal

. The

**concentrated load**of 120 lb at E reduces the shear abruptly to zero. Beforewe locate the positions of zero shear at F and G on the shear diagram, consider ...

Page 175

A rectangular beam b in. wide by h in. high carries a central

on a simply supported span of L ft. Express the maximum S, in terms of the

maximum St. . „ hSt Ans. S, = 24L 581. A laminated beam is composed of 5

planks, ...

A rectangular beam b in. wide by h in. high carries a central

**concentrated load**Pon a simply supported span of L ft. Express the maximum S, in terms of the

maximum St. . „ hSt Ans. S, = 24L 581. A laminated beam is composed of 5

planks, ...

Page 268

A restrained beam 20 ft long supports a

the left end, and another

Select the lightest WF beam that will support these loads without exceeding a

flexural ...

A restrained beam 20 ft long supports a

**concentrated load**of 8 kips at 6 ft fromthe left end, and another

**concentrated load**of 12 kips at 8 ft from the right end.Select the lightest WF beam that will support these loads without exceeding a

flexural ...

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allowable stresses aluminum angle assumed axes axial load beam loaded beam shown bending bending moment bolt cantilever beam caused centroid CN CN CN column compressive stress Compute the maximum concentrated load concrete 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 lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan modulus Mohr's circle moment of area moment of inertia moments of inertia neutral axis obtain plane plastic product of inertia proportional limit radius reaction Repeat Prob resisting restrained beam resultant segment shaft shear center shear diagram shearing force shown in Fig Solution Solve Prob span static steel strain tensile stress thickness torque torsional uniformly distributed load vertical shear weld zero