5 | 8,000|2.00|0.16|1.85|0.14|0.150|| 8,000 |1.84|0.15|1.87|0.14|0.145 6 |10,000|2.03|0.19|1.89|0.18|0.185||10,000 |1.88|0.19|1.92|0.19|0.190 7 |12,000|2.06|0.22|1.93|0.22|0.220||12,000 |1.91|0.22|1.95|0.22|0.220 8 |14,000|2.11|0.27|1.95|0.24|0.255||14,000 |1.95|0.26|2.00|0.27|0.265 9 |16,000|2.14|0.30|1.99|0.28|0.290||16,000 |1.99|0.30|2.03|0.30|0.300 10 |18,000|2.18|0.34|2.03|0.32|0.330||18,000 |2.03|0.34|2.06|0.33|0.335 11 |20,000|2.22|0.38|2.05|0.34|0.360||20,000 |2.07|0.38|2.11|0.38|0.380 12 |22,000|2.25|0.41|2.10|0.39|0.400||22,000 |2.11|0.42|2.16|0.43|0.425 13 |24,000|2.29|0.45|2.13|0.42|0.435||24,000 |2.15|0.46|2.20|0.47|0.465 14 |26,000|2.32|0.48|2.17|0.46|0.470||26,000 |2.19|0.50|2.24|0.51|0.505 15 |28,000|2.36|0.52|2.21|0.50|0.510||28,000 |2.23|0.54|2.28|0.55|0.545 16 |30,000|2.40|0.56|2.25|0.54|0.550||30,000 |2.27|0.58|2.33|0.60|0.590 17 |32,000|2.43|0.59|2.29|0.58|0.585||32,000 |2.32|0.63|2.37|0.64|0.635 18 |34,000|2.47|0.63|2.32|0.61|0.620||34,000 |2.36|0.67|2.42|0.69|0.680 19 |36,000|2.51|0.67|2.37|0.66|0.665||36,000 | 20 |38,000|2.56|0.72|2.41|0.70|0.710|| || 27,000 lb., First Crack; ||28,000 lb., First Crack; 51,900 lb., Failed. ||49,000 lb., Failed. || At Elastic Limit:  Load, 34,000 lb.; ||At Elastic Limit:  Load, 20,000 lb.; deflection, 0.62 in.; || deflection, 0.38 in.; S, 4,580 lb. || S, 2,845 lb. || Maximum:  Load, 51,900 lb.; ||Maximum:  Load, 49,000 lb.; deflection,.....; || deflection,.....; S, 6,985 lb. || S, 6,970 lb. || E = 1,637,000 lb. || E = 1,658,000 lb. ============================================================
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