Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910 eBook

This eBook from the Gutenberg Project consists of approximately 13 pages of information about Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910.

Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910 eBook

This eBook from the Gutenberg Project consists of approximately 13 pages of information about Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910.
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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
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Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910 from Project Gutenberg. Public domain.