## Strength of materials |

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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 S/. . hS/ Ans. i>, = 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 S/. . hS/ Ans. i>, = 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 \VF 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 \VF beam that will support these loads without exceeding a

flexural ...

Page 284

A continuous beam simply supported over three 10-ft spans carries a

640 lb at the center of the third span, and a uniformly distributed load of 80 lb/ft

over the ...

A continuous beam simply supported over three 10-ft spans carries a

**concentrated load**of 400 lb at the center of the first span, a**concentrated load**of640 lb at the center of the third span, and a uniformly distributed load of 80 lb/ft

over the ...

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allowable stresses aluminum angle assumed axes axial load beam in Fig beam loaded beam shown bending bolt cantilever beam caused centroid CN CN column compressive stress Compute the maximum concentrated load concrete cover plate 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 hinged Hooke's law horizontal ILLUSTRATIVE PROBLEMS lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan midspan deflection modulus Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius ratio 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