## Strength of materials |

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Page 253

A couple M is applied at the propped end of the

Compute R at the propped end and also the wall restraining D 3M moment. Ans.

K = — — 707. Determine the reaction R and sketch the shear and moment

diagrams ...

A couple M is applied at the propped end of the

**beam shown**in Fig. P-706.Compute R at the propped end and also the wall restraining D 3M moment. Ans.

K = — — 707. Determine the reaction R and sketch the shear and moment

diagrams ...

Page 261

For the restrained

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

moment and maximum deflection for the perfectly restrained beam loaded as

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 as

shown in ...

Page 293

For the propped

maximum positive bending moment. Ans. R = 520 lb; M = 173 ft-lb 841.

Determine the wall moment and prop reaction for the

135 lb/ft- ...

For the propped

**beam shown**in Fig. P-840, determine the prop reaction and themaximum positive bending moment. Ans. R = 520 lb; M = 173 ft-lb 841.

Determine the wall moment and prop reaction for the

**beam shown**in Fig. P-841.135 lb/ft- ...

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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