Plane Surveying; a Text-Book And Pocket Manual
Plane Surveying; a Text-Book And Pocket Manual
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In our eReader you can find the full English version of the book. Read Plane Surveying; a Text-Book And Pocket Manual 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 Plane Surveying; a Text-Book And Pocket Manual
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To quickly assess the difficulty of the text, read a short excerpt:
(Art. 301 (a).) Many surveyors prefer to skip every other line in entering notes, thus affording more room for corrections and for the descriptions of stations on the right-hand page.
By comparing these notes with the arithmetical work on page 238, Art. 299 (d), the method of working out the different H.I. 8 in the third column and the elevations in the last column will become clear. Thus each B.S. is added to the elevation recorded on the same horizontal line to get the H.I. from which THEORY ...241 the elevations are figured for all succeeding stations up to and including the next turning-point.
This form is more compact than the preceding form and is, perhaps, the one most often used. For profile levehng Form C given below is in many respects a better form.
Form C for Level Notes. Form D for Level Notes.
B.8.
T.P.
H.I.
F.S.
El.
Sta.
3.0 100.0 103.0 A 5.0 101.0 106.0 2.0 B 2.0 104.0 C 3.0 103.0 D 1.0 106.0 E 5.0 99.0 104.0 7.0 F 2.0 102.0 G Sta.
B.S.
F.S.
Dif.
EL CJheck.
A B C D E F G 3.0 6.0 5.0 2.0 2.0 3.0 1.0 7.0 2.0 + 1.0 + 3.0 -1.0 + 2.0 -6.0 + 3.0 100.0 101.0 104.0 103.0 105.0 99.0 102.0 3.0 2.0 + 1.0 100.0 101.0 5.0 7.0 -2.0 101.0 99.0 (d) Comments on Form C.
What to read after Plane Surveying; a Text-Book And Pocket Manual?
You can find similar books in the "Read Also" column, or choose other free books by John C John Clayton Tracy to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
(Art. 301 (a).) Many surveyors prefer to skip every other line in entering notes, thus affording more room for corrections and for the descriptions of stations on the right-hand page.
By comparing these notes with the arithmetical work on page 238, Art. 299 (d), the method of working out the different H.I. 8 in the third column and the elevations in the last column will become clear. Thus each B.S. is added to the elevation recorded on the same horizontal line to get the H.I. from which THEORY ...241 the elevations are figured for all succeeding stations up to and including the next turning-point.
This form is more compact than the preceding form and is, perhaps, the one most often used. For profile levehng Form C given below is in many respects a better form.
Form C for Level Notes. Form D for Level Notes.
B.8.
T.P.
H.I.
F.S.
El.
Sta.
3.0 100.0 103.0 A 5.0 101.0 106.0 2.0 B 2.0 104.0 C 3.0 103.0 D 1.0 106.0 E 5.0 99.0 104.0 7.0 F 2.0 102.0 G Sta.
B.S.
F.S.
Dif.
EL CJheck.
A B C D E F G 3.0 6.0 5.0 2.0 2.0 3.0 1.0 7.0 2.0 + 1.0 + 3.0 -1.0 + 2.0 -6.0 + 3.0 100.0 101.0 104.0 103.0 105.0 99.0 102.0 3.0 2.0 + 1.0 100.0 101.0 5.0 7.0 -2.0 101.0 99.0 (d) Comments on Form C.
What to read after Plane Surveying; a Text-Book And Pocket Manual?
You can find similar books in the "Read Also" column, or choose other free books by John C John Clayton Tracy to read onlineMoreLess
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