International Congress of Architects. Seventh Session, Held in London, 16-21 July, 1906, Under the Auspices of the Royal Institute of British Architects. Transactions

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TESTS OF REINFORCED CONCRETE BEAMS.
[To face p. 160.
Subject III. : Steel and Beinforced-Concrete Construction 161 Mark, D. S. 312 lb. (No. 2).
Beam 12-4 inches x 4-00 inches ; span 5-12 feet.
Loiiil Deflection tons ins.
00 0-000 0-5 0-000 1-0 0-002 1-5 0-004 2-0 0-016 00 0002 2-0 0-019 2-5 0-020 30 0-022 3-5 0031 4-0 0-040 0-0 0-013 4-0 0-040 4-5 0-046 50 0-058 ' 5-5 0-060 Clocks nearly vertical 6-0 0075 00 0030 6-0 0080 6-5 0090 7-0 0-260 7-1 0-660 Subsid n g- 7-3 — Broken j Maximum SUMMAR Lo
...ad at which Y.
No. of Mark ou Ultim ate I Deflection Set with test Ueam Load the last deflec- tion was taken Deflection with 5 tons load i 1 G tons Load Tnm Tons Inches Inches 1 No iron I 1-30 1-30 0-063 . — o A p.
6-20 6-00 0-090 0-060 ' 3 A s.
5-80 5-00 0-040 0040 4 A S. (2) 5-80 5-50 0-060 [ 0-050 r> B P.
9-50 8-00 0-063 i 0-029 0-005 6 B P. (2) 10-00 0-00 0-100 0-040 0-008 7 B S.
9-20 9-20 0-488 0-068 8 C.
P.
0-60 9-50 0-150 0-040 0010 9 C.
P. (2) 8-50 8-00 0085 0042 0002 10 c.
S.
9-50 9-50 0-460 0-054 — 11 D P.


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