Page:Timber and Timber Trees, Native and Foreign.djvu/257

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XXVIII.]
DANTZIC FIR.
237

to bend or buckle up under the load, showing that stiffness is an important element in the condition of strength.

Specimens were also tested measuring 4″ × 4″ (Table CXXVII.), but the results obtained were scarcely so satisfactory as before, in consequence of the sudden falling off in strength in the 21-inch piece; still there is, perhaps, sufficient to indicate that the maximum of strength would be in a length of about 20″, in which case the proportion of base to length would still be as 16:20 or 4: 5.

Table CXXVIII. shows the result of some vertical tests on pieces 6″ × 6″ and even larger, but the lengths are not in the same proportion to the scantlings given in former tables, there not being any means at my disposal for holding pieces of greater length than 30 inches. Whether the result would have been the same if this had been possible, cannot therefore be determined by the experiments herein referred to.

Table CXXII.—Fir (Dantzic).
Transverse Experiments.
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 2.25 .10 5.150 845.00 534 949 211.25
2 2.00 .05 4.500 700.00 478 878 175.00
3 1.250 .100 4.650 970.00 673 866 242.50
4 1.250 .050 5.250 856.00 512 1003 214.00
5 1.750 .100 6.150 944.00 639 886 236.00
6 1.250 .100 5.150 945.00 656 864 236.25
Total 9.750 .400 30.850 5,260.00 3492 5446 1315.00
Average 1.625 .066 5.142 876.66 582 908 219.16

Nos. 1, 2, and 3 broke with a scarph-like fracture, 10 inches in length; 4 and 5 a little longer and more splintery: 6 about 15 inches, and also splintery.