Strength of Materials |
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Page xi
... INERTIA 456 460 462 470 476 • 478 486 494 504 510 511 513 516 524 A - 1 . Definition of Moment of Inertia 537 A - 2 ... Product of Inertia 552 A - 8 . Product of Inertia Is Zero with Respect to Axes of Symmetry 553 A - 9 . Transfer ...
... INERTIA 456 460 462 470 476 • 478 486 494 504 510 511 513 516 524 A - 1 . Definition of Moment of Inertia 537 A - 2 ... Product of Inertia 552 A - 8 . Product of Inertia Is Zero with Respect to Axes of Symmetry 553 A - 9 . Transfer ...
Page 537
... product of each area dA by the square of its moment arm y . This gives Ix I2 = Sy2 dA Similarly , the moment of inertia about the Y axis is given by I , = Sx2 dA ( A - 1 ) ( A - 2 ) The moment of inertia ( of area ) is sometimes called ...
... product of each area dA by the square of its moment arm y . This gives Ix I2 = Sy2 dA Similarly , the moment of inertia about the Y axis is given by I , = Sx2 dA ( A - 1 ) ( A - 2 ) The moment of inertia ( of area ) is sometimes called ...
Page 553
... product of inertia is Px'y ' = = -x , so that = Sx'y ' dA = Sy ( —x ) dA = −Sxy dA = -Pzy Not only does this result confirm the rule of sign stated previously , but it ... Product of Inertia Is Zero with Respect to Axes of Symmetry.
... product of inertia is Px'y ' = = -x , so that = Sx'y ' dA = Sy ( —x ) dA = −Sxy dA = -Pzy Not only does this result confirm the rule of sign stated previously , but it ... Product of Inertia Is Zero with Respect to Axes of Symmetry.
Contents
APPENDIX B TABLES | 2 |
Shearing Stress | 10 |
SIMPLE STRAIN | 26 |
Copyright | |
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acting actual allowable angle applied assumed axial axis beam beam shown bending bolt carries caused centroid circle column compressive compressive stress compute concentrated concrete consider constant couple cross section deflection deformation determine developed diagram diameter direction distance effect elastic curve element equal equation equivalent expressed flexural stress force formula ft-lb given gives Hence horizontal ILLUSTRATIVE inertia joint lb/ft length limit load material maximum method midspan moments negative neutral axis normal obtain occurs plane plate positive Prob PROBLEMS produce R₁ radius reaction relation resisting respect resultant rivet segment shaft shearing stress shown in Fig shows simply slope Solution Solve span spring steel strain strength supported Table tangent tensile thickness torque torsional uniformly varies vertical wall yield zero ΕΙ