## Strength of Materials |

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Page 75

transverse

illustrates the general principle that a shearing stress acting on one face of an

element is always accompanied by a numerically equal shearing stress acting on

a ...

transverse

**torsional**shearing stress. As we shall see again in Art. 5-7, this factillustrates the general principle that a shearing stress acting on one face of an

element is always accompanied by a numerically equal shearing stress acting on

a ...

Page 80

the centroid of the section, and (2) variable

caused by the twisting couple T = PR. The

magnitude with their radial distance from the centroid, and are directed

perpendicular to the ...

the centroid of the section, and (2) variable

**torsional**shearing stresses like iS2,caused by the twisting couple T = PR. The

**torsional**stresses S2 vary inmagnitude with their radial distance from the centroid, and are directed

perpendicular to the ...

Page 312

Introduction In preceding chapters we studied three basic types of loading: axial,

only one of these loadings was acting on a structure at a time. The present ...

Introduction In preceding chapters we studied three basic types of loading: axial,

**torsional**, and flexural. Each of these types was discussed on the assumption thatonly one of these loadings was acting on a structure at a time. The present ...

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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