Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910 Tests of Creosoted Timber, Paper No. 1168
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Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910 Tests of Creosoted Timber, Paper No. 1168

By W. B. (William Benjamin) Gregory
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Book Description
Table of Contents
  • 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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