## Strength of Materials |

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Page 193

P - 608 ; it

. Take the origin at the wall . 609 . As shown in Fig . P - 609 , a simply supported

beam

P - 608 ; it

**carries**a load that varies from zero at the wall to w lb / ft at the free end. Take the origin at the wall . 609 . As shown in Fig . P - 609 , a simply supported

beam

**carries**two symmetrically placed concentrated loads . Compute the ...Page 371

1002

span 16 ft long . If E , = 30 X 106 psi and Ex = 1 . 5 X 106 psi , compute the

midspan deflection . Ans . = 0 . 394 in . 1021 . In Prob . 1016 , determine the

shear flow ...

1002

**carries**a uniformly distributed load of 2000 lb / ft on a simply supportedspan 16 ft long . If E , = 30 X 106 psi and Ex = 1 . 5 X 106 psi , compute the

midspan deflection . Ans . = 0 . 394 in . 1021 . In Prob . 1016 , determine the

shear flow ...

Page 416

1136 . A steel column 2 in . by 3 in . in section is 4 ft long . Using the AISC formula

and Eq . ( 11 - 21 ) , compute the maximum load that can be carried at an

eccentricity of 5 in . from the geometric axis . The column also

load of ...

1136 . A steel column 2 in . by 3 in . in section is 4 ft long . Using the AISC formula

and Eq . ( 11 - 21 ) , compute the maximum load that can be carried at an

eccentricity of 5 in . from the geometric axis . The column also

**carries**a centralload of ...

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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