## Strength of Materials |

### From inside the book

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Page 122

Figure 5-7a shows two thin

being sheared at the interfacesof the

also causes some bending of the rivet. Assume here that the

that the ...

Figure 5-7a shows two thin

**plates**held together by a single rivet. The rivet isbeing sheared at the interfacesof the

**plates**, but the misalignment of the loadsalso causes some bending of the rivet. Assume here that the

**plates**are thin sothat the ...

Page 124

The bearing stress in B, or on the bolt within B, is EXAMPLE 5-10 A flat

specimen of a soft alloy is to be tested in tension by pulling on a round pin

inserted through each end of the

the

The bearing stress in B, or on the bolt within B, is EXAMPLE 5-10 A flat

**plate**specimen of a soft alloy is to be tested in tension by pulling on a round pin

inserted through each end of the

**plate**. What is the required diameter of the pins ifthe

**plate**...Page 314

EXAMPLE 12-5 What would happen to the

heated at T,, =0.75? Solution There is no external load on the

not creep. The residual stresses would relax toward zero everywhere in the

EXAMPLE 12-5 What would happen to the

**plate**shown in Fig. 12-6a if it wereheated at T,, =0.75? Solution There is no external load on the

**plate**, so it wouldnot creep. The residual stresses would relax toward zero everywhere in the

**plate**.### What people are saying - Write a review

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### Common terms and phrases

angle applied Assume axial beam bending brittle buckling calculated caused column compressive stress concrete Consider constant crack cross section cross-sectional area curvature cyclic cylindrical deflection Determine diameter ductile elastic strain element elongation equations equilibrium EXAMPLE extensometer external load factors of safety failure fatigue fibers fracture free-body diagram ft-lb given GPa Fig hardening horizontal implant increase inertia magnitude maximum shear stress maximum stress metal minimum modulus Mohr's circle neutral axis normal stress notch plane plastic deformation plate plot pole pressure Prob problems psi Fig radius residual stresses rivets shaft shear force shear strain shear strength shown in Fig softening Solution specimen static steel strain gages strength of materials stress and strain stress distribution stress-strain curve temperature tensile stress tension thickness torque torsion tube vertical weight weld wire yield strength zero