## 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 S2,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 448

12-21c, the

weld. Assuming elastic action of the welds, but that the plate is rigid and twists

about the centroid C, we may find the intensity of this

12-21c, the

**torsional**couple is resisted by a variable**torsional**force qt per inch ofweld. Assuming elastic action of the welds, but that the plate is rigid and twists

about the centroid C, we may find the intensity of this

**torsional**force by applying ...### What people are saying - Write a review

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### Common terms and phrases

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