 | Arthur Horace Blanchard - 1919 - 1692 σελίδες
....9479 Table XX. — Inches and Fractions Reduced to Decimals of a Foot (37) Inch U In 1 In 2 In Sin 4 In 5 In 6 In 7 In 8 In 9 In 10 In 11 In 25-64 . . . .0326 .1159 .1992 .2826 .3659 .4492 .5326 .6159 .6992 .7826 .8659 .9492 13-32...... | |
 | Peder Lobben - 1922 - 512 σελίδες
...Having Square Ends Well Fitted. (10 as Factor of Safety). ,e ^ tyS Side of Post in Inches. &. t in. 2 in. 3 in. 4 in. 5 in. 6 in. 7 in. 8 in. 9 in. 10 in. 12 in. 1 0.14 0.06 0.03 0.78 0.56 0.39 0.32 0.19 0.14 1.89 1.59 1.27 0.99 0.77 0.60 0.49 0.39 0.27... | |
 | Alan Grant Ogilvie - 1922 - 306 σελίδες
...APPENDIX D CONVERSION TABLES TABLE I MILLIMETERS INTO INCHES I mm. — 0.03937 inch. 7. 2 O IN. I IN. 2 IN. 3 IN. 4 IN. 5 IN. 6 IN. 7 IN. 8 IN. 9 IN. o o.oooo 0.0394 0.0787 0.1181 0.1575 0.1968 0.2362 0.2756 0.3150 0.3543 IO 0.3937 o.4331 0.4724 0.5118... | |
 | Fred Herbert Colvin, Frank A. Stanley - 1922 - 562 σελίδες
...it is recommended that wheel speeds should not exceed 6000 feet per minute. Diameter wheel l in. 2 in. 3 in. 4 in. 5 in. 6 in. 7 in. 8 in. 10 in. 12 in. 14 in. 16 in. 18 in. 20 in. 22 in. 24 in. 26 in. 28 in. 30 in. 32 in. 34 in. 36 in. 38... | |
 | Frank William Macey - 1922 - 652 σελίδες
...best form of country road ; gravel roads are cheaper, but wear out quicker. Granite macadam is laid 3 in., 4 in., 5 in., 6 in., 7 in., 8 in., and 9 in. deep. side channelling. (23) — Form the side channelling (gutters) in 5 in. (3 in. or 4... | |
 | Charles Weiss - 1923 - 376 σελίδες
....234375 .250000 s! (i) .484375 .500000 fi 42 (!) .734375 .750000 fl .984375 1.000000 8th 0 In. 1 In. 2 In. 3 In. 4 In. 5 In. 6 In. 7 In. 8 In. 9 In. 10 In. 11 In. 8th 0 1 2 3 4 5 6 7 .000 .010 .021 .031 .042 .052 .063 .073 .084 .094 .104 .115 .125 .135 .146... | |
 | Frank Edwin Barnes - 1924 - 858 σελίδες
...$0 80 [ 16-OZ 0 30 0 36 0 51 0 69 0.90 Squarc|l6-oz f 14-oz 0 28 0 37 0.49 0.65 0.31 0.40 0.53 0.75 3 in. 4 in. 5 in. 6 in. 7 in. 8 in. 9 in. 10 in. ^ 16-oz. SO. 23 0.26 (0.28 0.32 SO. 33 0.36 $0.39 0.44 $0.49 0.54 $0.56 0.63 $0.72 0.80 $0.85 0.95... | |
 | Elmer Verner McCollum, Nina Simmonds - 1925 - 172 σελίδες
...Columbia University. Height 19 ao 21-22 23-24 25-29 30-34 35-39 40-44 45-49 50-54 55-59 5 ft. 1 in. 2 in. 3 in. 4 in. 5 in. 6 in. 7 in. 8 in. 9 in. 10 in. 11 in. 6 ft. 1 in. 2 in. 3 in. 4 in. 5 in. 107 112 117 121 124 128 132 136 140 144 148 153 158 163... | |
 | Walter Charles Voss, Ralph Coolidge Henry, Edward A. Varney - 1927 - 586 σελίδες
...the supports. The third method, that of increasing the depth of the joists, is Thickness of Tile . . 3 in. 4 in. 5 in 6 in. 7 in 8 in 9 in 10 in 12 in Weight per sq. ft. of floor area. . 45 Ib. 50 Ib. 55 Ib. 60 Ib. 65 Ib. 70 Ib. 75 Ib. 80 Ib. 90... | |
 | Terrell Croft - 1925 - 340 σελίδες
...and 130). Total safe centrally concentrated load, in 1,000 Ib. Depth and weight of sections opan, ft. 3 in. 4 in. 5 in. 6 in. 7 in. 8 in. 9 in. 10 in. 5.7 Ib. 7.7 Ib. 10 Ib. 12.5 Ib. 15.3 Ib. 17.5 Ib. 21.8 Ib. 22.4 Ib. 1 5.1 2 4.4 7.6 10.5 13.8 3 2.9... | |
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In 3 ? In 4 ? In 5 ? In 6? In 7? In 8? In 9? In 10? In 20? In 50? In 100? 
