## Strength of Materials |

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Results 1-3 of 52

Page 262

P - 735 is only partially

directed up to the left , whereas at the right end the slope is directed up to the

right . Determine the end moments . 72E1 48EL 736 . The beam shown in Fig . P

- 735 ...

P - 735 is only partially

**restrained**at its ends . The slope at the left end is whe ,directed up to the left , whereas at the right end the slope is directed up to the

right . Determine the end moments . 72E1 48EL 736 . The beam shown in Fig . P

- 735 ...

Page 264

Compute the moment at the

- 741 . 742 . Determine the end moments in the

Prob . 710 ( page 253 ) . 743 . Compute the end moments in the

...

Compute the moment at the

**restrained**end of the propped beam shown in Fig . P- 741 . 742 . Determine the end moments in the

**restrained**beam described inProb . 710 ( page 253 ) . 743 . Compute the end moments in the

**restrained**beam...

Page 268

A

the left end , and another concentrated load of 12 kips at 8 ft from the right end .

Select the lightest WF beam that will support these loads without exceeding a ...

A

**restrained**beam 20 ft long supports a concentrated load of 8 kips at 6 ft fromthe left end , and another concentrated load of 12 kips at 8 ft from the right end .

Select the lightest WF beam that will support these loads without exceeding a ...

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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