## Strength of materials |

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Page 175

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

on a simply supported span of L ft. ... what maximum flexure stress may be

developed when supporting a

582.

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

on a simply supported span of L ft. ... what maximum flexure stress may be

developed when supporting a

**uniformly distributed load**on a 12-ft simple span?582.

Page 201

Table 6-1 demonstrates the truth of the second basic principle stated above, viz.,

that the moment effect of any load is some variation of the ... 6-14 is 9 ft long and

supports a

Table 6-1 demonstrates the truth of the second basic principle stated above, viz.,

that the moment effect of any load is some variation of the ... 6-14 is 9 ft long and

supports a

**uniformly distributed load**of 30 lb/ft over the right 6 ft of the span.Page 284

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 of

640 lb at the center of the third span, and a

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 of

640 lb at the center of the third span, and a

**uniformly distributed load**of 80 lb/ftover 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