This section is from the book "The English And American Mechanic", by B. Frank Van Cleve. Also available from Amazon: The English And American Mechanic.
Showing the Weight or Pressure a beam of Cast Iron, 1 inch in breadth, will sustain, without destroying its elastic force, when it is supported at each end, and loaded in the middle of its length, and also the deflection in the middle which that weight will produce. By Mr. Hodg-kinson, Manchester.
Length. | 6 Feet. | 7 Feet. | 8 Feet. | 9 Feet. | 10 Feet. | |||||
Depth in in. | Weight | Defl. | Weight in lbs. | Defl. in in. | Weight | Defl. | Weight in lbs. | Defl. in in. | Weight in lbs. | Defl. in in. |
3 | 1278 | •24 | 1089 | •33 | 954 | 426 | 855 | •54 | 765 | •66 |
3½ | 1739 | •205 | 1482 | •28 | 1298 | •365 | 1164 | •46 | 1041 | •67 |
4 | 2272 | •18 | 1936 | •245 | 1700 | •32 | 1520 | .405 | 1360 | •5 |
4½ | 2875 | •16 | 2450 | •217 | 2146 | •284 | 1924 | .36 | 1721 | •443 |
6 | 3560 | •144 | 3050 | •196 | 2650 | •256 | 2375 | •32 | 2125 | •4 |
6 | 5112 | •12 | 4356 | •163 | 3816 | .213 | 3420 | •27 | 3060 | •33 |
7 | 6958 | •103 | 5929 | •14 | 5194 | •183 | 4655 | •23 | 4165 | •29 |
8 | 9088 | •09 | 7744 | •123 | 6784 | •16 | 6080 | •203 | 5440 | •25 |
9 | 9801 | •109 | 8586 | •142 | 7695 | •18 | 6885 | 22 | ||
10 | 12100 | •098 | 10600 | •128 | 9500 | 162 | 8500 | •2 | ||
11 | 12826 | •117 | 11495 | 15 | 10285 | •182 | ||||
12 | 15264 | •107 | 13680 | •135 | 12240 | •17 | ||||
13 | 16100 | •125 | 14400 | •154 | ||||||
14 | 18600 | •115 | 16700 | 143 | ||||||
12 Feet. | 14 Feet. | 16 Feet. | 18 Feet. | 20 Feet. | ||||||
6 | 2548 | •48 | 2184 | •65 | 1912 | •85 | 1699 | 1.08 | 1530 | 1.34 |
7 | 3471 | •41 | 2975 | •58 | 2603 | •73 | 2314 | •93 | 2082 | 1 14 |
8 | 4532 | •36 | 3884 | •49 | 3396 | •64 | 3020 | •81 | 2720 | 100 |
9 | 5733 | •32 | 4914 | •44 | 4302 | •57 | 8826 | •72 | 3438 | •89 |
10 | 7083 | •28 | 6071 | •39 | 5312 | •51 | 4722 | •64 | 4250 | •8 |
11 | 8570 | •26 | 7346 | •36 | 6428 | •47 | 6714 | •69 | 5142 | •73 |
12 | 10192 | 24 | 8736 | •33 | 7648 | •43 | 6796 | .54 | 6120 | .67 |
13 | 11971 | •22 | 10260 | •31 | 8978 | •39 | 7980 | •49 | 7182 | •61 |
14 | 13883 | •21 | 11900 | •28 | 10412 | •36 | 9265 | •46 | 8330 | •67 |
15 | 15937 | •19 | 13660 | •26 | 11952 | •34 | 10624 | •43 | 9663 | •53 |
16 | 18128 | •18 | 15536 | •24 | 13584 | •32 | 12080 | •40 | 10880 | •5 |
17 | 20500 | •17 | 17500 | •23 | 15353 | •30 | 13647 | •38 | 12282 | •47 |
18 | 22932 | •16 | 19656 | •21 | 17208 | •28 | 16700 | •36 | 13752 | •44 |
This table shows the greatest weight that ever ought to be laid upon a beam for permanent load; and if there be any liability to jerks, etc., ample allowance must be made; also, the weight of the beam itself must be included. [See Tablet of Cast Iron. ]
 
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