## Strength of Materials |

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Page 125

is 11 ft from R2 when C is over R2 ; it is 15 ft from R1 when A is over Ri . Evidently

the maximum reaction , and consequently the

**Maximum Shearing**Force . If all three loads are on the span , the resultant load Ris 11 ft from R2 when C is 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 ...Page 168

The shearing stress at 2 in . from the top can also be computed from Fig . 5 – 27d

, in which the ... As noted on page 165 , this equation determines the

...

The shearing stress at 2 in . from the top can also be computed from Fig . 5 – 27d

, in which the ... As noted on page 165 , this equation determines the

**maximum****shearing**stress on any rectangular section . r 2 v1 S . = 3 1800 = 112 . 5 psi 2 ( 4 )...

Page 329

... values of 20 that differ by 180° . Hence , the planes on which maximum and

minimum normal stresses occur are 90° apart . Similarly , from Eq . ( 9 – 8 ) the

planes on which the

apart .

... values of 20 that differ by 180° . Hence , the planes on which maximum and

minimum normal stresses occur are 90° apart . Similarly , from Eq . ( 9 – 8 ) the

planes on which the

**maximum shearing**stress occurs are also found to be 90°apart .

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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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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