## 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

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

Determine the wall moment and prop reaction for the

.

For the propped

**beam shown**in Fig . P - 840 , determine the prop reaction andthe maximum 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.

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### Common terms and phrases

acting actual allowable angle applied assumed axes axis beam shown bending bending moment cantilever carries caused centroid circle CN CN column compressive compressive stress compute concentrated consider constant couple cross section deflection deformation Determine developed diameter direction distance distributed distributed load effect elastic curve element equal equation equivalent expressed flange flexural stress force formula ft-lb given gives Hence horizontal ILLUSTRATIVE inertia lb/ft length limit load loaded as shown material maximum method midspan moments negative neutral axis obtain occurs plane plate positive Prob PROBLEMS produce reaction reference relation resisting respect restrained resultant rivet segment shear diagram shearing stress shown in Fig shows simply supported slope Solution Solve span steel strain strength supported Table tangent tensile thickness varies vertical wall weight weld yield zero