Strength of Materials |
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Page 5
... acting on a unit area . It is com- monly denoted by the lowercase Greek letter o . The stress is calculated by dividing the total force acting on an area by the size of that area : F A pounds per square inch ( psi ) or pascals ( Pa = N ...
... acting on a unit area . It is com- monly denoted by the lowercase Greek letter o . The stress is calculated by dividing the total force acting on an area by the size of that area : F A pounds per square inch ( psi ) or pascals ( Pa = N ...
Page 147
... acting on part . P .r R a M5 b Vs ( f ) P R1 a 1 ≈ b V6 ( g ) length is slightly less than a + b : R2 is not acting on part . Мо Several partial free - body diagrams are drawn , each Sec . 6-2 147 Shear and Moment Diagrams.
... acting on part . P .r R a M5 b Vs ( f ) P R1 a 1 ≈ b V6 ( g ) length is slightly less than a + b : R2 is not acting on part . Мо Several partial free - body diagrams are drawn , each Sec . 6-2 147 Shear and Moment Diagrams.
Page 397
... acting downward on the floor , and the same force is acting upward on his feet . ( b ) A car is pulling a trailer at a constant speed to the left . This means that a certain force F is acting on the drawbar of the trailer to the left ...
... acting downward on the floor , and the same force is acting upward on his feet . ( b ) A car is pulling a trailer at a constant speed to the left . This means that a certain force F is acting on the drawbar of the trailer to the left ...
Contents
INTRODUCTION | 1 |
2 | 36 |
MECHANICAL PROPERTIES OF MATERIALS | 73 |
Copyright | |
13 other sections not shown
Common terms and phrases
angle applied Assume axial beam bending brittle buckling calculated caused cm² 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 implant in² increase lb/ft 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 R₁ radius residual stresses shaft shear force shear strain shear strength shown in Fig Solution specimen steel strain gages strength of materials stress distribution stress-strain curve temperature tensile stress tension thickness Tmax torque torsion tube versus vertical weld wire yield strength zero