Earthwork Mensuration, on the Basis of the Prismoidal Formula: Containing a Simple and Labor-saving Method of Obtaining Prismoidal Contents Directly from End Areas... |
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Page 8
... between the centre and side stakes . Let q AREAS . - SIDE HILL CUTTING . = the horizontal distance from centre line to grade point opposite , and A = the area of excavation . CASE 1. - Both centre and side height in excavation 8.
... between the centre and side stakes . Let q AREAS . - SIDE HILL CUTTING . = the horizontal distance from centre line to grade point opposite , and A = the area of excavation . CASE 1. - Both centre and side height in excavation 8.
Page 10
... points a , b , c , d , e , f , g , must be determined in the usual manner before the surface is disturbed , and of b ' , c ' , d ' , e ' , f ' , g ' , after the excava- tion is made . Calculate the area A abcdefg B between the surface ...
... points a , b , c , d , e , f , g , must be determined in the usual manner before the surface is disturbed , and of b ' , c ' , d ' , e ' , f ' , g ' , after the excava- tion is made . Calculate the area A abcdefg B between the surface ...
Page 21
... points the cross sections are usually taken nearer together , it is very rarely the case that the methods of Roots and Squares and Equivalent level heights fail of practical correctness . In cases of doubt , however , especially when ...
... points the cross sections are usually taken nearer together , it is very rarely the case that the methods of Roots and Squares and Equivalent level heights fail of practical correctness . In cases of doubt , however , especially when ...
Page 22
... points were on the lines K1L1 and KL , and K'L ' and K , L , or perpendicular to the chords AB and BC , requires at ... points are equal to the horizontal distances of these points from the centre line , multiplied into twice the sine of ...
... points were on the lines K1L1 and KL , and K'L ' and K , L , or perpendicular to the chords AB and BC , requires at ... points are equal to the horizontal distances of these points from the centre line , multiplied into twice the sine of ...
Page 24
... points of curve or tangent one of these distances of course becomes nothing . Whether the side slopes , or the widths from the centre line to the edge of the road - bed , are different or not , if the transverse sur- face lines are ...
... points of curve or tangent one of these distances of course becomes nothing . Whether the side slopes , or the widths from the centre line to the edge of the road - bed , are different or not , if the transverse sur- face lines are ...
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Common terms and phrases
Alternate Currents Analysis Application Arthur Morris body of Table Boilers borrow pits calculation centre heights Charles Salter cloth colored Construction Contents for 100 contents in cubic correction numbers corresponding cross sections cubic yards cyds diagrams and engravings diagrams and figures difference earthwork Electric Lighting Electrical Engineering end areas end sections Enter table equivalent level heights examples excavation feet Fifth Edition figures and diagrams folding plates Fourth Edition frustum German edition grade triangle h₂ half-sum Hypsometry illus Lake Pigments left column level cuttings Machinery Manual Manufacture Mechanical method middle area Minus Corrections morocco numerous diagrams numerous illustrations Practical Handbook Practical Treatise prismoidal contents prismoidal formula Prof quantities revised and enlarged road-bed width Roots and Squares Rule Second Edition side distances side slopes Steam Steam-engine Students table 18 table of level Telegraphy tenths Testing Text-book Theory Third Edition thorough-cut tion Translated trated Water-tube Boilers William Cain ΙΟ
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