Transactions of the American Society of Civil Engineers volume 18
Transactions of the American Society of Civil Engineers volume 18
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In our eReader you can find the full English version of the book. Read Transactions of the American Society of Civil Engineers volume 18 Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Transactions of the American Society of Civil Engineers volume 18
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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.
What to read after Transactions of the American Society of Civil Engineers volume 18?
You can find similar books in the "Read Also" column, or choose other free books by American Society of Civil Engineers to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
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.
What to read after Transactions of the American Society of Civil Engineers volume 18?
You can find similar books in the "Read Also" column, or choose other free books by American Society of Civil Engineers to read onlineMoreLess
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