## Strength of materials |

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Page 74

P-314 rotates at 4 Hz with 35 kW taken off at A, 20 kW removed at B, and 55 kW

applied at C. Using G = 83 GPa, find the maximum shearing stress and the angle

of

P-314 rotates at 4 Hz with 35 kW taken off at A, 20 kW removed at B, and 55 kW

applied at C. Using G = 83 GPa, find the maximum shearing stress and the angle

of

**rotation**of gear A relative to gear C. Ans. Max. t = 42.6 MPa; 8 = 6.01° Figure ...Page 298

Beam stiffness is the moment required at the simply supported end of a beam to

produce unit

definition implies no relative linear displacement of the two ends of the beam.

Beam stiffness is the moment required at the simply supported end of a beam to

produce unit

**rotation**of that end, the other end being rigidly fixed. Note that thisdefinition implies no relative linear displacement of the two ends of the beam.

Page 300

Sometimes the alternate sign convention is based on the

rather than the member. Then a moment tending to

considered positive. However, since the action of the member on the joint is

equal ...

Sometimes the alternate sign convention is based on the

**rotation**of the end jointrather than the member. Then a moment tending to

**rotate**a joint clockwise isconsidered positive. However, since the action of the member on the joint is

equal ...

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### Common terms and phrases

allowable stresses aluminum angle area-moment assumed axes axial load beam in Fig beam loaded beam shown bending bolts cantilever beam caused centroid column components compressive stress Compute the maximum concentrated load connector cross section deformations Determine the maximum diameter elastic curve element end moments equal equivalent Euler's formula factor of safety fibers Figure flange flexure formula free-body diagram Hence Hooke's law horizontal Illustrative Problem kips lb/ft length loaded as shown main plate maximum shearing stress maximum stress method midspan deflection Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius reaction rectangular resisting resultant rivet rotation segment shaft shear center shear diagram shearing force shown in Fig slope Solution span static steel strain tensile stress thickness three-moment equation torque torsional U.S. Customary Units uniformly distributed load vertical shear weld zero