## Strength of Materials |

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Page 312

Introduction In preceding chapters we studied three basic types of loading :

torsional , and flexural . Each of these types was discussed on the assumption

that only one of these loadings was acting on a structure at a time . The present ...

Introduction In preceding chapters we studied three basic types of loading :

**axial**,torsional , and flexural . Each of these types was discussed on the assumption

that only one of these loadings was acting on a structure at a time . The present ...

Page 314

Similarly , at a point B in the same section , also at a distance y from the neutral

axis but above it , the resultant stress is the difference between the

flexural stresses . If tensile stress is denoted by a positive sign and compressive

stress ...

Similarly , at a point B in the same section , also at a distance y from the neutral

axis but above it , the resultant stress is the difference between the

**axial**andflexural stresses . If tensile stress is denoted by a positive sign and compressive

stress ...

Page 410

1128 . Determine the safe load on a round hollow cast - iron column 14 ft long if it

is 8 in . in outside diameter and fin . thick . 1129 . Determine the safe

on an oak column 6 in . by 8 in . for lengths of ( a ) 4 . 5 ft , ( b ) 12 ft , ( c ) 18 ft .

1128 . Determine the safe load on a round hollow cast - iron column 14 ft long if it

is 8 in . in outside diameter and fin . thick . 1129 . Determine the safe

**axial**loadson an oak column 6 in . by 8 in . for lengths of ( a ) 4 . 5 ft , ( b ) 12 ft , ( c ) 18 ft .

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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