 | Alan Grant Ogilvie - Andes - 1922 - 306 pages
...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 - Machine-shop practice - 1922 - 562 pages
...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 - Buildings - 1922 - 654 pages
...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 - Railroads - 1923 - 376 pages
....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 - Building - 1924 - 858 pages
...$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 - Diet - 1925 - 172 pages
...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 - Architecture - 1927 - 586 pages
...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 - Electric machinery - 1925 - 340 pages
...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... | |
 | Frank Edwin Barnes - Building - 1927 - 622 pages
...$0 63 $0 80 0.30 0.36 0.51 0.69 0.90 Square ( 16-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. Single bead lap joint < 14-oz. $0.23 0.26 $0.28 0.32 $0.33 0.36 $0.39 0.44 $0.49 0.54 $0.56 0.63 $0.72... | |
 | Arthur John Martin - Sewage - 1927 - 524 pages
...OF STRAIGHT PIPE EQUIVALENT TO A SQUARE ELBOW AND TO A BEND OF RADIUS = DIAMETER. Diameter 1 in. 2 in. 3 in. 4 in. 5 in. 6 in. 7 in. 8 in. 9 in. Elbow . 1-5 4-9 9-4 14-5 20-0 25-9 32-0 38-0 44-4 Bend . 0-23 0-74 1-41 2-2 3-0 3-9 4-8 5-7 6-7 Diameter... | |
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In 3 ? In 4 ? In 5 ? In 6? In 7? In 8? In 9? In 10? In 20? 
