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Table X.-Calculation of 8arthwork. <br /> HEIGHT <br /> I <br /> 2 8 4 5 8 7 8 9 10 11 1>i 18 -14 lb <br /> I <br /> t 02 .04 .06 .07 .09 .11' .13 .15 .17 .18 .20 .22 .24 .26 .28 <br /> 1 .04 .07 .11 .15 .18 .22 .26 .3D .33 .37 .41 ,µ .48 52 .56 - <br /> 06 .11 .17 .22 .28 .33 .39 .44 .50 .56 .61 .67 .72 .78 .83 <br /> I 07 .15 .22 .30 .37 .44 .52 .59 .67 .74 .81 .89 .96 1.04 1.11 <br /> 1 '09 .19• .28 .37 .46 .56 .65 .74 :83 .93 1.02 1.11 1.20 1.30 1.39 i <br /> i 8 .11 .22 .33 .44 .56 •67 .78 .89 1.00 1.11 1.22 L33 1.44 1.55 1.67 ' <br /> 13 .26 .39 .62 .65 .78 .91. 1.04 1.16 1.30 1.42 L65 1.68 1.81 1.94 <br /> 15 .30 .44 .59 .74 All 1.04 1.19 1,33 1.48 1.63 1.78 1,92 2.06 2.22 /D <br /> .17 .33 .50 .67 .83 1.00 1.17 1.33 1:50 1.67 1.83 2.00 2.17 2.33 2.50 <br /> i 1 .18 .37 .56 .74 .93 1.11 1.30 1.48 .1.67 1.85 2.04 2.22 2.41 2.59 2.78 <br /> + 11 .20 .41 61 .82 102 1.22 1.43 1.63 1:83 2.04 2.24 2.44 2.65 2.85 3,06 - U <br /> 1 1$ .22 .44 .87 .89 1.11 1.33 1.56 1.78 2.00 2.22 2.44 2.67 2.89 3.11 3.33 <br /> 1 .24 .48 .72 .96 120 1.44 1.68 1.92 2.16 2.41 2.65 2.89 3.13 3.37 3.61 i <br /> }� .26 .52 .78 1.04 1.30 1.55 1.81 2.08 2.33 2.59 2.85 3.11 3.37 3.63 3.89 <br /> 1 28 .56 .83 1.11 1.39 1.67 1.94 2.22 2.50 2.78 3.06 3.33 3.61 3.89 4.17 <br /> 16 .30 .59 .99 1.18 1.48 1.78 2.07 2.37 2.67 2.96 3.26 3.56 3.85 4.15 4:44 <br /> 1 1 .31 .63 .94 1.26 I.57 1.89 2.20 2.62 2.83 3.15 3.46 3.78 4.09 4.41 4.72 <br /> I 1 .33 .67 1.00 1.33 1.67 2.00 2.33 2. 3.00 3.33 3.67 4.00 4.33 4.67 5.00 <br /> .35 .70 1.06 1.41 1.76 2.11 2.46 2.82 3.17 3.52 3.87 4.22 4.57 4.92 5.28 <br /> 1 .37 .74 1.11 1.48 1.85 2.22 2.59 2.96 3.33.3.70 4.07 4.44 4.81 5:18 5.56 <br /> 21 .39 .78 1.17 1.55 1.94 2.33 2.72 3.11 3:50 3.89 4.28 4.67 5.06 5.44 5.63 <br /> i 41 .81 122 1.63 2.04 2.44 2.85 3.26 3.67 4.07 4,48 4.89 5.30 5.70 6.11 <br /> 43 .85 128 1.70 J.13 2.56 2.98 3.41 I 3.83 4.26 4.68 5.11 5.54 5.96 6.39.44 .89 1.33 1.78 .22 2.67 3.11 3.56 4.00 4.44 4.89 5.33 5.78 6.22 6.67 <br /> 1 .46 .92 1.39 1.85 2.31 2.78 3.24 3.70 4.17 4:63 5.09 5.56 6.02 6.48 6.94 <br /> $6 .48 .96 1.44 1.92 2.41 2.89 3.37 3.85 4.33 4.82 5.30 5.78 6.26 6.74 7.24 <br /> I .50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 <br /> .52 1.04 1.55 2.07 2.59 3.11 3.63 4.15 4.67 5.18 5.70 6.22 6.74 7.26 7.78 J Y <br /> .64 1.07 1.61 2.15 2.68 3.22 3.76 4.30 4.83 5.37 5.91 644 6.98 7.52 8.06 <br /> .56 1.11 1.67 2.22 2.78 3.33 3.89 4.44 5.00 5.55 6.11 6.67 7.22 7.78 8.33 <br /> 1 .57 1.15 1.72 2.30 2.87 3.44 4.02 4.59 5.17 5.74 6.32 6.89 7.46 8.04 8.61 <br /> .59 1.18 1.78 2.37 2.96 3.56 4.15 4.74 5.33 5.92 6.52 7.11 7.70 8.30 8.89 <br /> .61 1.22 1.83 2.44 3.05 3.67 4.28 4.89 5.50 6.11 6.72 7.33 7.94 8.55 9.17 <br /> .63 1.26 1.89 2.52 3.15 3.78 4.40 5.04 5.67 6.29 6.93 7.56 8a8 8.81 9.44 <br /> .65 1.30 1.94 2.59 3.24 3.89 4.53 5.18 5.83 8x48 7.13 7.78 8.42 9.08 9.72 -- <br /> 8 .87 1.33 2.00 2.67 3.33 4.00 4.66 5.33 6.00 g 67 7.33 800 8.87 9.33 10.00 <br /> 68 1.37 2.06 2.74 3.42 4.11 4.79 5.48 6.17 6.85 7.54 &22 8.91 9.59 10.28 <br /> .70 1.41 2.11 2.82 3.52 4.22 4.92 5.63 6 33 7.03 7.74 8.44 9.15 9.85 10.56 <br /> 72 1.44 2.17 2.89 3.61 4.33 5.06 5.78 6.50 7.22 7.95 8.67 9.39 10.11 10.83 <br /> 74 1.48 2.22 2.96 3.70 4.44 5.18 5.92 6.67 7.41 8.15 8.89.9.63 10.37 1 11.11 <br /> Table Y gives the number of cubic yards in a TRIANGLE 1 foot deep for a given <br /> width and height. CAUTION: Values obtaiued from the above tables are for only <br /> the one TRIANGLE of the crasssetion under consideration. <br /> Corrections for tenths of feet in width and t be made by oonaideriny the <br /> numbers on the table from 1 to 9 Y tenths"Matins one tenth the values found <br /> in the tables. For example,to fund the num of bioyards when Width-W-16.2 <br /> and Height-H-5.8,opposite 18 in "Wid oohrma and under 5 in the"H ''ght" <br /> column re4d 1.18. To oorrect for additional foot of width,opposite 2 in the"Width„ <br /> column and under 5 in the"Height"column-read 0.18 and correct to.018. To correct <br /> for additional 0.8 foot in height, under 8 in "Height" column and opposite 16 in <br /> "Width"column read 0.99 and correct to.089. Therefore,the total cubic yards in the <br /> Tvon TRIANGLE for a depth of 1 foot-1.48+.018+.089-1.587 or approximately <br /> 150 cu.yds,per 100 feet. <br /> If width exceeds 40 feet,use one half real width and multiply result by 2. If both <br /> 0, width and,height are larger than values given on table use one half of each value <br /> r and multiply result by 4. ,. <br /> 16 <br /> s <br />• e <br /> • <br /> i <br /> V <br /> s <br /> y e T� <br />