Page:Timber and Timber Trees, Native and Foreign.djvu/186

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166
TIMBER AND TIMBER TREES.
[CHAP.

Officers have, however, hesitated to employ it for beams which are intended to carry heavy guns, lest it should contain some hidden defect of the character just mentioned. It is only sparingly used in works of civil architecture, on account of its great specific gravity.

Table LXXX.— Sabicu (Cuba).
Transverse Experiments.
Number
of the
specimen.
Deflections. Total
weight
required
to break
each
piece.
Specific
gravity
Weight
reduced
to
specific
gravity
1000.
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 1.00 .00 3.2.5 1,090 936 1165 272.50
2 1.00 .10 4.10 1,510 928 1735 377.50
3 1.00 .05 3.15 1,090 899 1213 272.50
4 .85 .00 4.25 1,390 910 1527 347.50
5 1.00 .05 3.50 1,280 923 1387 320.00
6 .90 .00 4.25 1,395 904 1543 348.75
Total 5.75 .20 22.50 7,755 5500 8570 1938.75
Average .958 .033 3.75 1,292.5 916.66 1428.33 323.125

Remarks.—Nos. 1, 4, 5, and 6 broke with about 10 to 11 inches fracture; 2 and 3 broke with 8 inches fracture.

Table LXXXI.
Tensile Experiments.
Number
of the
specimen.
Dimensions
of
the pieces.
Specific
gravity.
Weight the
piece
broke with.
Direct
cohesion on
1 square inch.
  Inches.   lbs. lbs.
7 2 × 2 × 30 923 17,360 4,340
8 904 24,360 6,090
9 910 22,120 5,530
10 936 21,280 5,320
11 899 20,776 5794
12 928 27,496 6,874
Total ... 5500 133,392 33,348
Average ... 916.66 22,232 5,558