## Strength of Materials |

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Page 46

A timber block 10 in . square is reinforced on each side by a

wide and t in . thick . Determine the thickness t of the

will support an axial load of 300 , 000 lb without exceeding a maximum timber ...

A timber block 10 in . square is reinforced on each side by a

**steel**plate 10 in .wide and t in . thick . Determine the thickness t of the

**steel**plates so the assemblywill support an axial load of 300 , 000 lb without exceeding a maximum timber ...

Page 55

A

lb at 70°F . If the allowable stress is not to exceed 18 , 000 psi at 0°F , what must

be the minimum diameter of the rod ? 263 .

A

**steel**rod is stretched between two rigid walls and carries a tensile load of 1200lb at 70°F . If the allowable stress is not to exceed 18 , 000 psi at 0°F , what must

be the minimum diameter of the rod ? 263 .

**Steel**railroad rails 30 ft long are laid ...Page 371

1016 , determine the shear flow developed between the

between the wood and aluminum . Express the results as a function of the vertical

shear V . Ans . 0 . 129V ; 0 . 124V 10 - 4 . Reinforced Concrete Beams Concrete

is ...

1016 , determine the shear flow developed between the

**steel**and wood , andbetween the wood and aluminum . Express the results as a function of the vertical

shear V . Ans . 0 . 129V ; 0 . 124V 10 - 4 . Reinforced Concrete Beams Concrete

is ...

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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