A New Method of Calculating the Cubic Contents of Excavations And Embankments, By the Aid of Diagrams
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In our eReader you can find the full English version of the book. Read A New Method of Calculating the Cubic Contents of Excavations And Embankments, By the Aid of Diagrams Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book A New Method of Calculating the Cubic Contents of Excavations And Embankments, By the Aid of Diagrams
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7, at the ends; and its perpendicular, the average between the two perpendiculars c d, at the ends.
In like manner, the base and perpendicular of the centre triangle of embankment, will be averages of the two end bases a o, and of the two end perpendiculars ef.
If from irregularities in the ground, in the direction of the line of the road, it should become necessary to take cross sections nearer together than 100 feet, only the same proportional parts of the cubic yards must be taken from the t...ables; and on this account, it is better always, when possible, to subdivide the 100 feet station-distances into such parts as will furnish numbers easy to divide by; thus, if the station be divided into 10, 20, 25, or 50 feet distances, they will furnish respectively the numbers 10, 5, 4, or 2, by which to divide the cubic yards in the tables, all of which are calculated for 100 feet distances.
TO FIND THE DISTANCES OF THE SIDE STAKES FROM THE CENTRE STAKE.
In all cases in which the cross sections are drawn, as just described, these disances may be had by measurement on the figures.
What to read after A New Method of Calculating the Cubic Contents of Excavations And Embankments, By the Aid of Diagrams?
You can find similar books in the "Read Also" column, or choose other free books by John C John Cresson Trautwine to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
7, at the ends; and its perpendicular, the average between the two perpendiculars c d, at the ends.
In like manner, the base and perpendicular of the centre triangle of embankment, will be averages of the two end bases a o, and of the two end perpendiculars ef.
If from irregularities in the ground, in the direction of the line of the road, it should become necessary to take cross sections nearer together than 100 feet, only the same proportional parts of the cubic yards must be taken from the t...ables; and on this account, it is better always, when possible, to subdivide the 100 feet station-distances into such parts as will furnish numbers easy to divide by; thus, if the station be divided into 10, 20, 25, or 50 feet distances, they will furnish respectively the numbers 10, 5, 4, or 2, by which to divide the cubic yards in the tables, all of which are calculated for 100 feet distances.
TO FIND THE DISTANCES OF THE SIDE STAKES FROM THE CENTRE STAKE.
In all cases in which the cross sections are drawn, as just described, these disances may be had by measurement on the figures.
What to read after A New Method of Calculating the Cubic Contents of Excavations And Embankments, By the Aid of Diagrams?
You can find similar books in the "Read Also" column, or choose other free books by John C John Cresson Trautwine to read onlineMoreLess
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