The Civil-engineer & Surveyor's ManualFergus printing Company, 1879 - 586 sider |
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Side
... Length of curve , 130. Parabolic sewer , 133. Example , 133 . Remarks on its use in preference to other forms , 134. Egg- shaped , 140. Hydraulic mean depth , 136. Perimeter , Artificers ' works , measurement of ,. Right angled ...
... Length of curve , 130. Parabolic sewer , 133. Example , 133 . Remarks on its use in preference to other forms , 134. Egg- shaped , 140. Hydraulic mean depth , 136. Perimeter , Artificers ' works , measurement of ,. Right angled ...
Side 2
... lengths of horizontal lines , equal to ascending and descending planes . Pressure of a load on an inclined plane . Page 72113 . Table - MORIN'S EXPERIMENTS . With examples . Page 72116 . Table C - Laying out curves . Radius 700 feet to ...
... lengths of horizontal lines , equal to ascending and descending planes . Pressure of a load on an inclined plane . Page 72113 . Table - MORIN'S EXPERIMENTS . With examples . Page 72116 . Table C - Laying out curves . Radius 700 feet to ...
Side 3
... Lengths of horizontal lines equal to ascending planes . Page 7215 . Morin's experiments with vehicles on roads ... Lengths of circular arcs to radius one , 170 Lengths of circular arcs obtained by having the chord and versed sine , 171 ...
... Lengths of horizontal lines equal to ascending planes . Page 7215 . Morin's experiments with vehicles on roads ... Lengths of circular arcs to radius one , 170 Lengths of circular arcs obtained by having the chord and versed sine , 171 ...
Side 4
... Length of a degree of latitude and longitude in miles and metres , 200 Table XXIX . Reduce French litres into cubic feet and imperial gallons , 201 Table XXX . Weights and measures . Table XXXI . Discharge of water through new pipes ...
... Length of a degree of latitude and longitude in miles and metres , 200 Table XXIX . Reduce French litres into cubic feet and imperial gallons , 201 Table XXX . Weights and measures . Table XXXI . Discharge of water through new pipes ...
Side 5
... length by the breadth . 18 . When a 2 b , the rectangle is the greatest in a semi - circle . 19. When a 2 b , the perimeter , A C C D D B contains the greatest area . a 20. Hydraulic mean depth of a rectangular water - course THE ...
... length by the breadth . 18 . When a 2 b , the rectangle is the greatest in a semi - circle . 19. When a 2 b , the perimeter , A C C D D B contains the greatest area . a 20. Hydraulic mean depth of a rectangular water - course THE ...
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The Civil-Engineer & Surveyor's Manual: Comprising Surveying, Engineering ... Michael Mcdermott Ingen forhåndsvisning tilgjengelig - 2017 |
The Civil-Engineer & Surveyor's Manual: Comprising Surveying, Engineering ... Michael McDermott Ingen forhåndsvisning tilgjengelig - 2015 |
Vanlige uttrykk og setninger
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Populære avsnitt
Side 8 - ... one person being in fault will not dispense with another's using ordinary care for himself Two things must concur to support this action. An obstruction in the road by the fault of the defendant, and no want of ordinary care to avoid it on the part of the plaintiff.
Side 32 - In any plane triangle, the sum of any two sides is to their difference as the tangent of half the sum of the opposite angles is to the tangent of half their difference.
Side 11 - ... and shall plant all such intermediate posts or monuments as he may be required to plant, in the line so ascertained, having due respect to any allowance for a road or roads, common or commons, set out in such original survey...
Side 10 - ... post or limit; but if the same cannot be satisfactorily ascertained, then the surveyor shall measure the true distance between the nearest undisputed posts, limits or...
Side 2 - There is an equilibrium upon the wheel and axle when the power is to the weight as the radius of the axle to the radius of the wheel.
Side 34 - The velocity of a fluid issuing from an orifice in the bottom of a vessel kept constantly full, is equal to that which a heavy body would acquire in falling through a space equal to the depth of the orifice below the surface of the fluid...