Transactions of the American Society of Civil Engineers, Vol. Lxx, Dec. 1910

Gregory William Benjamin

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|| _S_, 1, 999 lb. ||Maximum: Load, 43, 450 lb. ; ||Maximum: Load, 25, 040 lb. ; deflection, . .. .. ; || deflection, . .. .. ; _S_, 5, 918 lb. || _S_, 3, 130 lb. || _E_ = 1, 562, 000 lb. || _E_ = 979, 000 lb. ========================================================================== [Footnote C: First crack. ] TABLE 4. --(_Continued. _)--LOAD AND DEFLECTION LOG. BEAM III.
Columns in table: A: Load, in pounds. B: Reading. C: Total deflection. D: Mean total deflection.
Date: February 13th, 1909.... Date: --_l_ = 12 ft. ; _l_ = 12 ft. ;_b_ (mean) = 5. 88 in. ; _b_ (mean) = 5. 88 in. ;_h_ (mean) = 15. 63 in. ; _h_ (mean) = 15. 9 in. ;_c_ = 7. 82 in. _c_ = 7. 95 in. Time = 45 min.
========================================================================= | P | DEFLECTION, IN INCHES. || P | DEFLECTION, IN INCHES. No. +------+----+----+----+----+-----++---------+----+----+----+----+----- | A | B | C | B | C | D || A | B | C | B | C | D---+------+----+----+----+----+-----++---------+----+----+----+----+----- 1 | 0 |1.

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