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BOOK 573
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v/,4 �o Gd X /,�G� / /10 sa-9 �d � r Y <br /> Table X.-Calculation of EaFthwork. <br /> sz6, 9 �v <br /> HEIGHT f <br /> b <br /> 3 1 ! 8 4 8 6 7 8 9 10 11 12 13 14 15 <br /> 09 .11 •13 .15 .17 .37 .6756 <br /> 11.1 T' $- <br /> :O07 :11 .1155 .18 .22 .26 .30 .33 <br /> 11 •17 .22 28 .33 .39 .44 .50 •56 •61 a r� I r^ <br /> 16 .22 .30 37 .44 .52 .59 .67 .74 8 B0 .9b 1 0 1:11 �r/Y 9 �4 7 6.4d <br /> O9 .i9 .28 .37 .4 .56 .65 .74 .83 .99 1:� 1 it 1.20 1.30 1.39 Jam!r <br /> Il .21 .93 .44 .56 .67 .78 .0 1.00 1.11 1.22 L 33 1.41 1.55 1.67 G 7� SJ'3 S j <br /> 13 26 •99 .52 .66 .78 .91 1.04 1.16 1.30 1.42 L 78 1.88 1.81 1.94 <br /> 15 .30 .4 .69 .74 .89 1.01 1.19 1.33 1.48 1.63 L 78 1.92 2.08 2.22 <br /> ,17 .33 .50 .67 .83 1.OD 1.17 1.33 1.50 1.87 1.83 2.00 2.17 2.33 2.50 r <br /> 1 .18' .37 .56 .74 .93 1.11 1.90 1.48 1.67 L85 2.04 222 2.¢1 2.59 2.78 s / �:,�, �� )� r <br /> 29 .41 .61 .82 1.02 1.21 i.43 1.61 1.83 2.44 2.24 2.44 2.86 2.85 3.06 f-� [/ <br /> :64 -446 72 .96 1.220 1.444 1:68 1.2 3.6 2.{41 2 65 44 �M 3.13 89 3.37 3.61 <br /> .26 .52 •7b 1.01 1.30 1.55 1.81 2.06 2.99 1.59 z.d5 Il 3.37 3.83 3.84 `Z 7 9 t X"S,8 p... <br /> .56 .83 1.11 1.� 1.b7 1.91 2.22 2.50 2.78 3.06 33 3.81 3.89 4.17 <br /> 6 .31 .&i :9L 1:z6 1:57 1.89 4: 2. 2 67 3.145 3. S. 4:049 4:61 4.72 <br /> .93 .67 1.00 1.33 1.67 2.00 2.33 2.67 3.00 3.33 3.67 400 4.33 4.67 5.00 <br /> ,35 •70 1.06 1.41 1.76 2.11 2.46 2.82 3.17 3.62 3.87 422 4.67 4.92 5.28 <br /> .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 /> .78 1.17 1.56 1.94 2.33 2.72 3.11 3.50 3.89. 4.28 4.67 506 5.44 5.83 f <br /> ..39 41 .81 1.22 1.63 2.04 2.44 2.86 3.26 3.67 4.07 4.48 4.89 6.30 6.70 8.11 <br /> .43 .85 1.28 1.70 2.13 2.56 2.96 3.41 3.83 4.28 4.68 5.11 5.54 5.98 8.� 1 <br /> ;44 .89 1.93 1.78 2.22 2.67 3,11 3.56 4.00 4.44 4.89 5.33 5.78 6.22 6.67 <br /> ,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 7.94 <br /> IB .96 1.14 1.92 2.41 2.80 3.37 3.86 4.33 4.82 5.30 5.78 6.26 6.74 7.24 <br /> 50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 6.00 s 56 600 650 7.00 7.50 <br /> 52 1.01 1. 2.0y��7r 2.b9 3.11 3.63 4.15 4.67 5.16 5:70 622 9:74 7.26 y8 76 <br /> .561:111673.222:7483.333.8304." 5.05:37 6.11 &� 7:r�i 7.748 8.33 <br /> 57 1.15 1.72 2,30 2.87 3.44 4.02 44..59 5.17 5.y744 6.32 6.0 7.46 8.04 8.61 1 <br /> .59 1:1822 1.7883 3379:063:574.� `.BY5.5006:116.727.1��1{{ 7.9944 8:66 9:1177 <br /> .63 1.28 1.89 2.52 3.15 3.76 4.40 5.04 5.87 8.2@ 8.93 ?.58 8.18 8.81 4.44 <br /> 85 1.30 1.94 2.59 3.24 3.89 4.53 5.18 5.89 6. 7.13 7.78 8.42 9.08 4.72 <br /> 67 1.33 2.00 2.67 3.33 4.00 4.66 5.33 6.00 6.87 7.93 800 B.87. 9.33 10.00 <br /> 1.87 206 2.74 3.42 4.11 4.79 5.49 6.17 6.85 7.54 8.22 8.91 q 59 16:28 <br /> 141 2.11 2.81 3.61 4.92 4.92 6.63 8.39 7.08 7.74 8.44 8.15 9.85 10.56 <br /> ,72 1.44 .11 2.89 3.61 4.93 5.05 5.78 6.50 7.22 7.95 8.67 9.99 10.1} 10,83 �? <br /> .74 1.48 3.22 2.96 3.70 4.44 5.18 5.92 6.67 7.41 B.1S &89 <br /> 9.63 10.37 Il.11 <br /> Table Y dv�the number of aublo 7arde <br /> in•TRIANGLE 1 foot deep for a <br /> width and Leieht. CAUTION:Values obtaned from the ave tables am fog only <br /> the ens TAI��CCNCiLE of the erom-etlee< under eorwdera <br /> Correotiooe for tenth of feet in width gad}2ht�_teath�tM _ f_�d <br /> nwnbers m the bble from 1 to 9 v!nage wd mbtakini n 6 W 16.2 <br /> in the tables. For 431"MAS,b fled the number of eubisWidth 'Width" $eight <br /> and Height-H-5.8,oppaaib 16's '10.2 eoluma t� in the"Width" <br /> column read 1.18. To ��toe� 0. t�O1p�mitW 16ein <br /> oolurrm and unds 8 In the wader 8 in aHaight column <br /> for additional 0. foot io tgf a, Therefore,the total moble yards in the <br /> Width"column read 0.89 aw emrect to-I.4 <br /> q�ven TAIANG 1L>�torfea�dsDth of 1 foot�1.48+.018+.OBB�i.b87 or aDDrad+oatdy ! <br /> t lbtl cu.Y� Der result b 2. If both <br /> If width szoeeds 40 feet,use ons half real width and muldPl7 y <br /> width and height aro larger than values given on table use one half of each <br /> value <br /> and multiply result by 4. <br /> 16 <br /> f <br /> J <br />
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