Transactions of the American Society of Civil Engineers volume 18

American Society of Civil Engineers

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984 square inches.
Weight 427 potinds.
Contraction measured in 9 feet.
Plane of lacing of column placed vertical.
Load.
Vekt. Deflection.
I HoR. Deflection.
Contraction.
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
Inches.
Inches.
Inches.
Inches.
Inches.
Inches.
40 000 100 000 .
. 03 . 04 180 f 00 . 03 . 03 . 07 200 000 . 03 . 05 . 07 220 000 . 03 . 05 . 09 240 000 . 03 . 07 . 10 260 000 . 04 . 10 . 10 280 000 . 04 . 12 . 12 02 300 000 . 01 . 10 . 03 . 14 03 310 000 . 04 . 10 . 04 . 14 03 320 000 . 04 .... 12 . 04 . 14 04 330 000 . 05 . 05 . 12 . 04 . 14 04 340 000 . 15 . 10 . 12 . 07 . 15 Ofi 345 800 Ultimate strength.
Failed hor izontally.
110 STROBEL OX Z-IROX COLUMNS, Statement in Detail of Tests.
Statement Xo. 3. Column No. 2.
Length of column 15 feet.
Sectional area, 9. 480 square inches.
Weight . 505 pounds.
Contraction measured in 13 feet.
Plane of lacing of column placed vertical.
Load.
Vekt. Deflection.
Hob. Deflection.
Conteaction.
Temp.
Perm.
Temp.
Perm.
Temp.
Perm.
Inches.
Inches.
Inches.

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