256
TIMBER AND TIMBER TREES.
[CHAP.
Number of the specimen. |
Deflections. | Total weight required to break each piece. |
Specific gravity. |
Weight reduced to specific gravity 600. |
Weight required to break 1 square inch. | ||
With the apparatus weighing 390 lbs. |
After the weight was removed. |
At the crisis of breaking. | |||||
Inches. | Inch. | Inches. | lbs. | lbs. | |||
1 | 1.250 | .060 | 6.250 | 696 | 451 | 926 | 112.75 |
2 | 1.200 | .050 | 5.000 | 719 | 485 | 890 | 121.25 |
3 | 1.150 | .040 | 3.750 | 556 | 510 | 654 | 127.50 |
4 | 1.300 | .070 | 5.750 | 709 | 490 | 867 | 122.50 |
Total . | 4900 | .220 | 20.750 | 2680 | 1936 | 3337 | 484.00 |
Average | 1.225 | .055 | 5.187 | 670 | 484 | 834 | 121.00 |
Remarks.— No. 1 broke with about 12 inches length of fracture ; 2, 3, and 4 with only a little less.
No. 5. | No. 6. | No. 7. | No. 8. | Total. | Average. | |
lbs. | lbs. | lbs. | lbs. | lbs. | lbs. | |
Weight the piece broke with |
13,104 | 19,040 | 13,440 | 17,360 | 62,944 | 15,736 |
Direct cohesion on 1 square inch |
3,276 | 4,760 | 3,360 | 4,340 | 15,736 | 3,934 |
No. 9. | No. 10 | No. 11. | No. 12 | No. 13. | No. 14. | Total. | Average. | Ditto on 1 sqaure inch. |
Tons. | Tons. | Tons. | Tons. | Tons. | Tons. | Tons. | Tons. | |
9.00 | 8.875 | 7.75 | 8.875 | 8.75 | 8.75 | 52.00 | 8.666 | 2.166 |
E = 771800.S = 1759.