## Strength of Materials |

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Page 243

If they jointly carry a load P = 1400 lb , compute the maximum flexural stress

relation = = *

slopes and ...

If they jointly carry a load P = 1400 lb , compute the maximum flexural stress

**developed**in the beams . Ans . S = 1200 psi SUMMARY M . Starting with therelation = = *

**developed**in Art . 5 - 2 , two separate methods of determiningslopes and ...

Page 244

theorems of the area - moment method ,

summarized by 04B = Ej ( Area ) AB ( 64 ) and toja = ( Area ) AB - IB ( 6 - 5 ) The

tangential deviation at any point is positive if that point lies above the reference

tangent from ...

theorems of the area - moment method ,

**developed**in Art . 6 – 3 , aresummarized by 04B = Ej ( Area ) AB ( 64 ) and toja = ( Area ) AB - IB ( 6 - 5 ) The

tangential deviation at any point is positive if that point lies above the reference

tangent from ...

Page 414

2 ) 2 = 10 , 330 psi Using this value of Sw in the right side of Eq . ( a ) we find that

the

psi 15 . 88 20 , 000 60 . 4 Since the allowable stress 10 , 330 psi is less than the ...

2 ) 2 = 10 , 330 psi Using this value of Sw in the right side of Eq . ( a ) we find that

the

**developed**stress is 150 , 000 , 10 , 330 500 , 000 = 9450 + 4280 = 13 , 730psi 15 . 88 20 , 000 60 . 4 Since the allowable stress 10 , 330 psi is less than the ...

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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