## Strength of materials |

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Page 261

For the

maximum EIS. Ans. M = — 1840 ft-lb; EIS = 9120 lb-ft3 730. Determine the end

moment and maximum deflection for the perfectly

shown in ...

For the

**restrained beam**shown in Fig. P-729, compute the end moment andmaximum EIS. Ans. M = — 1840 ft-lb; EIS = 9120 lb-ft3 730. Determine the end

moment and maximum deflection for the perfectly

**restrained beam**loaded asshown in ...

Page 262

The

slope at the left end is directed up to the left, whereas at the right 72EI end the

slope is wL3 72EI directed up to the right. Determine the end moments. 736.

The

**beam**shown in Fig. P-735 is only partially**restrained**at its ends. wL3 Theslope at the left end is directed up to the left, whereas at the right 72EI end the

slope is wL3 72EI directed up to the right. Determine the end moments. 736.

Page 268

A

the 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 ...

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 ...

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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