TABLE 1.--SUMMARY OF RESULTS OF TRANSVERSE TESTS OF BEAMS AT TULANE
UNIVERSITY, FEBRUARY 10TH TO MARCH 2D, 1909.

Columns in table:

1. Number of beam.
2. Top or butt of log.
3. Width, in inches.
4. Height, in inches.
5. I = (bh^3)/12
6. Actual at elastic limit.
7. Maximum.
8. At elastic limit.
9. Maximum.
10. At elastic limit.
11. E = (Pl^3)/(48dI)
12. Weight, in pounds per cubic foot.

===========================================================================+
| | b | h | I | LOADS: |S = (Plc)/(4I) | d, |
| | | | | | |INCHES.|
| |------+-------+-------+-----------------+---------------+-------+
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
------+---+------+-------+-------+--------+--------+-------+-------+-------+
I | B | 6.28 | 15.94 | 2,120 | 22,000 | 45,900 | 2,975 | 6,200 | 0.41 |
I | T | 6.00 | 15.69 | 1,934 | 20,000 | 38,000 | 2,915 | 5,540 | 0.465 |
| | | | | | | | | |
II[A]| T | 6.37 | 15.81 | 2,098 | 20,000 | 43,450 | 2,722 | 5,918 | 0.380 |
II | B | 6.41 | 16.41 | 2,360 | 16,000 | 25,040 | 1,999 | 3,130 | 0.430 |
| | | | | | | | | |