## Strength of Materials |

### From inside the book

Results 1-3 of 14

Page 136

Determine the stress distribution and the magnitude of the resultant force on the

cross section for (a)

solution for Prob. 5-9a if the material is LM-4M cast aluminum (see Fig. P4-56) ...

Determine the stress distribution and the magnitude of the resultant force on the

cross section for (a)

**static**loading; (b) cyclic loading. 5-10. Obtain an approximatesolution for Prob. 5-9a if the material is LM-4M cast aluminum (see Fig. P4-56) ...

Page 325

The same deformation, d, can be produced by applying a

must be larger than W. The magnitude of this load is P = kd (12-6) The work done

on the spring by P is U=\Pd Assuming that the spring responds linearly to the ...

The same deformation, d, can be produced by applying a

**static**load, P, whichmust be larger than W. The magnitude of this load is P = kd (12-6) The work done

on the spring by P is U=\Pd Assuming that the spring responds linearly to the ...

Page 430

... 53,412 Rivets, 122 Rosette, 93 S Safety, factor of, 306 St. Venant's principle, 17

Secant modulus (Ec), 77 Section modulus (I/c), 172 Seismic loading, 358 Servo-

controlled testing equipment, 97 Shear: in biaxial loading, 31

... 53,412 Rivets, 122 Rosette, 93 S Safety, factor of, 306 St. Venant's principle, 17

Secant modulus (Ec), 77 Section modulus (I/c), 172 Seismic loading, 358 Servo-

controlled testing equipment, 97 Shear: in biaxial loading, 31

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### Common terms and phrases

acting allowable analysis applied Assume axial axis beam bending calculated called caused circle column common compressive compressive stress concept Consider constant critical cross section cyclic cylindrical deflection deformation depends Determine diagram diameter direction distance distribution ductile effects elastic element equal equations equilibrium Example external failure Figure force fracture gage given important increase internal largest length load magnitude material maximum means measured mechanical metal modulus moment normal stress Note obtained original plane plastic plate plot pole position possible practical pressure problems properties reasonable shaft shear stress shown in Fig shows simple Solution specimen steel strain strength stress-strain curve supported temperature tensile tension thickness torque values vertical weight weld wire yield zero