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============= | A | B | C | D | E | F | G | H | I --------+---+-----+-----+-------+-----+----+----+----+------
-------- Average | |3,580|5,480|364_{4}|1,780|23.2| 9.4|33.7| Air dry, Maximum | 4 |4,070|6,600|440 |1,987|24.3|11.5|34.5| 3-1/2 months Minimum | |3,090|5,000|327 |1,530|21.5| 8.0|32.5| in the open. --------+---+-----+-----+-------+-----+----+----+----+------
-------- Average | |4,512|5,060|338_{3}|1,685|20 | 7.7|33.9| Kiln dry, Maximum | 5 |5,840|7,320|488 |1,790|22 |10.2|38.0| 6 days. Minimum | |3,180|2,150|143 |1,410|18 | 4.7|27.7| --------+---+-----+-----+-------+-----+----+----+----+------
-------- Average | |4,331|6,721|493_{9}|1,688| — | 7.7| — | Air dry, 21 Maximum |12 |4,990|8,560|620 |2,002| — | 9.5| — | months under Minimum | |3,110|5,160|380 |1,398| — | 5.5| — | shelter. ============================================================
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Note.—Figures written as subscripts
to the figures for
longitudinal shear indicate the number of sticks failing
in that manner.
[Illustration: Plate II.—Side views of tested timbers.]
TABLE 4.—LOAD AND DEFLECTION LOG. BEAM I.
Columns in table:
A: Load, in pounds.
B: Reading.
C: Total deflection.
D: Mean total deflection.
Date: February 26th, 1909. Date: February 24th, 1909. l = 12 ft.; l = 12 ft.; b (mean) = 6-9/32 in.; b (mean) = 6 in.; h (mean) = 15-15/16 in.; h (mean) = 15.69 in.; c = 7.97 in. c = 7.84 in. Time = 1 hour.
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================== | P | deflection, in inches. || P | deflection, in inches. No.+------+----+----+----+----+-----++---------+----+----+--
--+----+----- | A | B | C | B | C | D || A | B | C | B | C | D ---+------+----+----+----+----+-----++---------+----+----+--
--+----+----- 1 | 0 |1.86| 0 |1.88| 0 | 0 || 0 |1.83| 0 |1.86| 0 | 0 2 | 2,000|1.92|0.05|1.90|0.02|0.035|| 2,000 |1.87|0.04|1.90|0.04|0.04 3 | 4,000|1.96|0.10|1.94|0.06|0.080|| 4,000 |1.91|0.08|1.96|0.10|0.090 4 | 6,000|1.99|0.13|1.98|0.10|0.115|| 6,000 |1.96|0.13|2.00|0.14|0.135 5 | 8,000|2.03|0.17|2.02|0.14|0.155|| 8,000 |2.00|0.17|2.04|0.18|0.175 6 |10,000|2.05|0.19|2.06|0.18|0.185||10,000 |2.04|0.21|2.08|0.22|0.215 7 |12,000|2.10|0.24|2.09|0.21|0.225||12,000 |2.09|0.26|2.13|0.27|0.265 8 |14,000|2.13|0.27|2.13|0.25|0.260||14,000 |2.14|0.31|2.18|0.32|0.315 9 |16,000|2.17|0.31|2.16|0.28|0.295||16,000 |2.19|0.36|2.23|0.37|0.365 10 |18,000|2.20|0.34|2.20|0.32|0.330||18,000 |2.24|0.41|2.28|0.42|0.415