22 |42,000|2.38|1.16|2.42|1.12|1.140||
23 |44,000|2.44|1.22|2.52|1.22|1.220||
24 |46,000|2.53|1.31|2.60|1.30|1.305||
25 |48,000|2.66|1.44|2.71|1.41|1.425||
26 |50,000|2.78|1.56|2.87|1.57|1.565||
||
33,000 lb., First Crack; ||24,000 lb., First Crack;
51,330 lb., Failed. ||44,000 lb., Failed.
||
At Elastic Limit: Load, 22,000 lb.; ||At Elastic Limit: Load, 20,000 lb.;
deflection, 0.45 in.; || deflection, 0.41 in.;
_S_, 3,484 lb. || _S_, 3,018 lb.
||
Maximum: Load, 51,330 lb.; ||Maximum: Load, 44,000 lb.;
deflection,.....; || deflection,.....;
_S_, 8,925 lb. || _S_, 6,627 lb.
||
_E_ = 1,695,000 lb. || _E_ = 1,625,000 lb.
=========================================================================


TABLE 4.--(_Continued._)--LOAD AND DEFLECTION LOG. BEAM VII.

Columns in table:

A: Load, in pounds.
B: Reading.
C: Total deflection.
D: Mean total deflection.