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Autor(en): 
  • C. W. Crockett
  • Methods for Earthwork Computations 
     

    (Buch)
    Dieser Artikel gilt, aufgrund seiner Grösse, beim Versand als 2 Artikel!


    Übersicht
     
    Lieferstatus:   i.d.R. innert 5-10 Tagen versandfertig
    Veröffentlichung:  2007  
    Genre:  Naturwissensch., Medizin, Technik 
    ISBN:  9781408627914 
    EAN-Code: 
    9781408627914 
    Verlag:  Oakes Press 
    Einband:  Kartoniert  
    Sprache:  English  
    Dimensionen:  H 216 mm / B 140 mm / D 7 mm 
    Gewicht:  173 gr 
    Seiten:  128 
    Zus. Info:  Paperback 
    Bewertung: Titel bewerten / Meinung schreiben
    Inhalt:
    METHODS FOR EARTHWORK COMPUTATIONS - 1908 - PREFACE - AN attempt has been made in this book to formulate a series of rules by U-hich the ter lls necessary for the numerical cu nputation of rolumes, either by the prismoidal formula or br the al-erage end area methocl, maj-be n-ritt en clirectlj-from the notes. In each uf the first three chapters a general rule, applicable to case, is first statecl a11tl the11 speciid - rules, applical let o the cases that most frequently occur in practice. are given, these rules gni11ing in sirnplicit-as their application becomes more li nited. Tables arlcl cliagranls ha-e been issuecl in lmpe numl ers, each preparecl for a special case and necessnrilj-limitecl in extent, and man-of then1 are valuable in their separate fields. But the slide rule has been co111i11g into such general use in recent years that the author has cleernetl it adrisal le to prepare one, descril etl in Chapter 1-1, that may be used for earthwork determination. The atlopted arrangement of the scales makes the instrument general in application. so much so that it will enable the co nputert o determine the volume in an-case consiclered in this book. The author wishes to call the readers attention to Appendix 111, in which the rules are stated in a manner that, it is l eliel-ed. will make their applicat ion in practice simple and rapid, v-it h little chance of error. COSTESTS . ISTRODCCTIOS . PAGE 1 . Purpose of Chapter I . . . . . . . . . . . . . . . . . . . . 1 2 . Chapter I1 . . . . . . . . . . . . . . . . . . . . . . . . 2 3 . Chapter I11 . . . . . . . . . . . . . . . . . . . . . . . . 2 4 . Chapter IT. . . . . . . . . . . . . . . . . . . . . . . . . 2 5 . Chapter Y . . . . . . . .. . . . . . . . . . . . . . 2 6 . Chapter 1.1 . . . . . . . . . . . . . . . . . . . . . . . . . 2 7 . Approximate results of earthwork deternlination . . . . . . . . 2 CHAPTER I . APPLICATIO O S F THE PRIS IOID F A O L R AIT T L T - - H I EX THE CROSS-L C E CTIOSS ARE DETERJIISED BY LEVEL . S 8. The prismoidal for111 1la . . . . . . . . . . . . . . . . . . . 9 . Des2riptio11 of the general solid . . . . . . . . . . . . . . . 10. Deternlinatio11 of the end sections . . . . . . . . . . . . . . 11 . - 1pplication to practice . . . . . . . . . . . . . . . . . . . l, . Illustrative solid . . . . . . . . . . . . . . . . . . . . . . 13 . The method of this chapter . . . . . . . . . . . . . . . . . 14 . The prismoidal formula applied.-The general case . . . . . . 15 . The prismoidal formula applied.-Special cases . . . . . . . The General Rztle . Definitions . . . . . . . . . . . . . . . . . . . . . . . . 11 The general rule for prismoidsl volumes . - Rule 1 . . . . . . 13 Rule 1 . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Case 1 . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Case 2 . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Case 3 . . . . . . . . . . . . . . . . . . . . . . . . . . 1-2 Case 4 . . . . . . . . . . . . . . . . . . . . . . . . . . 14 In each of the four cases . . . . . . . . . . . . . . . . . . 15 Example . . . . . . . . . . . . . . . . . . . . . . . . . 15 Example . Second method . . . . . . . . . . . . . . . . . 18 Jlo fications of the general nile . . . . . . . . . . . . . . 20 v CONTENTS The General Railroad Solid Rule . PAGE 27 . Railroad cross-sections . . . . . . . . . . . . . . . . . . . 20 28 . The railroad solid. or prismoid . . . . . . . .. . . . . . . . 21 29 . The general railroad rule . - Rule 2 . . . . . . . . . . . . . . 22 30 . Rule 2 . . . . . . . . . . . . . . . ...

      
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