## Strength of Materials |

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Page 125

If all three loads are on the span , the

over R2 ; it is 15 ft from R1 when A is over Ri . Evidently the maximum reaction ,

and consequently the maximum shearing force , is at R2 , since it is nearer the ...

If all three loads are on the span , the

**resultant**load R is 11 ft from R2 when C isover R2 ; it is 15 ft from R1 when A is over Ri . Evidently the maximum reaction ,

and consequently the maximum shearing force , is at R2 , since it is nearer the ...

Page 314

9 – 1c ) , the

effects . Thus , the

dA and S , dA . Dividing this by the area dA gives the

9 – 1c ) , the

**resultant**stress at A is equal to the superposition of the two separateeffects . Thus , the

**resultant**force at A is the vector sum of the collinear forces SqdA and S , dA . Dividing this by the area dA gives the

**resultant**stress S = Sa + S ...Page 341

Determine the torque and hp that can also act simultaneously on the shaft without

exceeding a

stress S , = 16 , 000 psi . Solution : The bending moment produces a maximum ...

Determine the torque and hp that can also act simultaneously on the shaft without

exceeding a

**resultant**shearing stress So = 12 , 000 psi or a**resultant**normalstress S , = 16 , 000 psi . Solution : The bending moment produces a maximum ...

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### Contents

List of Symbols and Abbreviations | xvi |

SIMPLE STRAIN | 26 |

TORSION | 60 |

Copyright | |

18 other sections not shown

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### Common terms and phrases

acting actual allowable angle applied assumed axes axial axis beam beam shown bending bending moment cantilever carries caused centroid circle column compressive compressive stress compute concentrated concrete consider constant couple cross section deflection deformation Determine developed diameter direction distance distributed load effect elastic curve element equal equation equivalent expressed flange flexural stress force formula ft-lb given gives Hence horizontal ILLUSTRATIVE inertia joint lb/ft length limit load material maximum maximum shearing method midspan moments negative neutral axis normal obtain occurs plane plate positive principal Prob PROBLEMS produce radius reaction reduces reference reinforced relation resisting respect resultant rivet segment shaft shearing stress shown in Fig shows slope Solution Solve span steel strain strength supported Table tangent tensile thickness torsional uniformly varies vertical weight weld yield zero