## Strength of Materials |

### From inside the book

Results 1-3 of 96

Page 143

Referring to the table of properties of WF

bottom , we find that the first

is 8 WF 35 , with 2 = 31 . 1 in . 3 . In the 10 - in . group we find a 10 WF 29

Referring to the table of properties of WF

**beams**( page 571 ) and starting at thebottom , we find that the first

**beam**whose section modulus is more than 30 in . 3is 8 WF 35 , with 2 = 31 . 1 in . 3 . In the 10 - in . group we find a 10 WF 29

**beam**...Page 146

The lightest I -

a 12 I 31 . 8 with Z = 36 . 0 in . 3 . The I -

WF

The lightest I -

**beam**available in stock sizes that will support the given loading isa 12 I 31 . 8 with Z = 36 . 0 in . 3 . The I -

**beam**is 4 . 8 lb heavier per foot than theWF

**beam**, which indicates one reason for the latter ' s popularity . After you ...Page 268

A restrained

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

Select the lightest WF

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 ...### What people are saying - Write a review

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### Contents

List of Symbols and Abbreviations | xvi |

SIMPLE STRAIN | 26 |

TORSION | 60 |

Copyright | |

18 other sections not shown

### Other editions - View all

### 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