Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910 Tests of Creosoted Timber, Paper No. 1168
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AMERICAN SOCIETY OF CIVIL ENGINEERS
INSTITUTED 1852
TRANSACTIONS
Paper No. 1168
TESTS OF CREOSOTED TIMBER.
TABLE 1.—Summary of Results of Transverse Tests of Beams at Tulane University, February 10th to March 2d, 1909.
TABLE 2.—Bending Strength of Large Sticks.
TABLE 3.—Loblolly Pine.— Bending Tests on Beams Seasoned Under Different Conditions. (8 by 16-in. section; 13-1/2 to 15-ft. span.)
TABLE 4.—Load and Deflection Log. Beam I.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam II.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam III.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam IV.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam V.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam VI.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam VII.
TABLE 3.—Loblolly Pine.— Bending Tests on Beams Seasoned Under Different Conditions. (8 by 16-in. section; 13-1/2 to 15-ft. span.)
TABLE 4.—Load and Deflection Log. Beam I.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam II.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam III.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam IV.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam V.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam VI.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam VII.
TABLE 2.—Bending Strength of Large Sticks.
TABLE 3.—Loblolly Pine.— Bending Tests on Beams Seasoned Under Different Conditions. (8 by 16-in. section; 13-1/2 to 15-ft. span.)
TABLE 4.—Load and Deflection Log. Beam I.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam II.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam III.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam IV.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam V.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam VI.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam VII.
TABLE 3.—Loblolly Pine.— Bending Tests on Beams Seasoned Under Different Conditions. (8 by 16-in. section; 13-1/2 to 15-ft. span.)
TABLE 4.—Load and Deflection Log. Beam I.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam II.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam III.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam IV.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam V.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam VI.
TABLE 4.—(Continued.)—Load and Deflection Log. Beam VII.
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