The Practical Surveyor's Guide: Containing the Necessary Information to Make Any Person of Common Capacity a Finished Land Surveyor, Without the Aid of a TeacherH.C. Baird, 1854 - 121 páginas |
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Página 7
... taken for granted , all who intend to become proficients have studied prior to reading Surveying . They are also found not to contain instruction that in recent improvements the surveyor re- quires to know . Many of these things the ...
... taken for granted , all who intend to become proficients have studied prior to reading Surveying . They are also found not to contain instruction that in recent improvements the surveyor re- quires to know . Many of these things the ...
Página 32
... taken from Deighan's Arithmetic , vol . second , page 148 , and the answer A. R. P. there given is 21. 2. 00,64 , which is obtained by taking the trapezium to be inscribed in a circle , which is not the case . When the opposite angles ...
... taken from Deighan's Arithmetic , vol . second , page 148 , and the answer A. R. P. there given is 21. 2. 00,64 , which is obtained by taking the trapezium to be inscribed in a circle , which is not the case . When the opposite angles ...
Página 37
... taken without going over the work again . 27th . Here follows an example of a triangle con- A. R. P. taining a mean area of 1135.2.12.79 . The sides of which were traced by a transit instrument , and poles placed at the several points ...
... taken without going over the work again . 27th . Here follows an example of a triangle con- A. R. P. taining a mean area of 1135.2.12.79 . The sides of which were traced by a transit instrument , and poles placed at the several points ...
Página 43
... taken into account ; the difference , how- ever , is insignificant , and shows that the difference between a plane and spherical triangle of conside- rable dimensions is very inconsiderable . son's Surveying by Trotter . See Gib- 28th ...
... taken into account ; the difference , how- ever , is insignificant , and shows that the difference between a plane and spherical triangle of conside- rable dimensions is very inconsiderable . son's Surveying by Trotter . See Gib- 28th ...
Página 45
... E. C. 20 , and the half right angle having been taken at 5 on the chain line , 20-5-15 = the distance to B. C. L. Again at 32.35 you find half a right angle bisects the pole at D , and at 33.20 a right THE SURVEYOR'S GUIDE . 45.
... E. C. 20 , and the half right angle having been taken at 5 on the chain line , 20-5-15 = the distance to B. C. L. Again at 32.35 you find half a right angle bisects the pole at D , and at 33.20 a right THE SURVEYOR'S GUIDE . 45.
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Términos y frases comunes
acres American angular spaces back sight base line bearing Bound in cloth breadth calculation chains and links chord cloth extra COMPANION compass course curve deducted degree of curvature diagonals diameter difference of latitude distance divided East or West Edition Engravings equal EXAMPLE extreme point feet figure find the area fixed four pole chains gilt edges given half the perimeter half the sum HENRY CAREY Illustrated by numerous inches LATITUDE AND DEPARTURE length Let A B C limb LORD BYRON measured method morocco super extra multiply natural sine Northings octavo OLIVER BYRNE paper covers parallel parallelogram perches perpendicular place their sum practical radius royal 8vo rule ruler Set your instrument skiver South spherical excess square four pole square root subtract survey surveyor TABLES OF LATITUDE tance tangent theodolite THOMAS GRAY trapezium TREATISE Turkey morocco super Volume WILLIAM HAZLITT Xsine
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