Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910: Federal Investigations of Mine Accidents, Structural Materials and Fuels. Paper No. 1171Wilson, Herbert M. (Herbert Michael)
History
Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910: Federal Investigations of Mine Accidents, Structural Materials and Fuels. Paper No. 1171
Wilson, Herbert M. (Herbert Michael)
Building materials; Civil engineering -- Periodicals; Coal mines and mining -- Safety measures; Fuel
_Testing Machines._--The various structural forms into which concrete
and reinforced concrete may be assembled for use in public-building
construction, are undergoing investigative tests as to their compressive
and tensile strength, resistance to shearing, modulus of elasticity,
coefficient of expansion, fire-resistive qualities, etc. Similar tests
are being conducted on building stone, clay products, and the structural
forms in which steel and iron are used for building construction.
The compressive, tensile, and other large testing machines, for all
kinds of structural materials reaching the testing stations, are under
the general supervision of Richard L. Humphrey, M. Am. Soc. C. E. The
immediate direction of the physical tests on the larger testing machines
is in charge of Mr. H. H. Kaplan.
Most of this testing apparatus, prior to 1909, was housed in buildings
loaned by the City of St. Louis, in Forest Park, St. Louis, Mo., and the
arrangement of these buildings, details of equipment, organization, and
methods of conducting the tests, are fully set forth in Bulletin No. 329
of the U.S. Geological Survey. In brief, this equipment included
motor-driven, universal, four-screw testing machines, as follows: One
600,000-lb., vertical automatic, four-screw machine; one 200,000-lb.,
automatic, four-screw machine; and one 200,000-lb. and one 100,000-lb.
machine of the same type, but with three screws. There are a number of
smaller machines of 50,000, 40,000, 10,000, and 2,000 lb., respectively.
These machines are equipped so that all are available for making tensile
and compressive tests (Fig. 1, Plate XIII). The 600,000-lb. machine is
capable of testing columns up to 30-ft. lengths, and of making
transverse tests of beams up to 25-ft. span, and tension tests for
specimens up to 24 ft. in length. The smaller machines are capable of
making tension and compressive tests up to 4 ft. in length and
transverse beam tests up to 12 ft. span. In addition, there are ample
subsidiary apparatus, including concrete mixers with capacities of ½ and
1 cu. yd., five hollow concrete block machines, automatic sifting
machines, briquette moulds, storage tanks, etc.
At the Atlantic City sub-station, there is also a 200,000-lb.,
universal, four-screw testing machine, with miscellaneous equipment for
testing cement and moulding concrete, etc.; and at the Northampton
sub-station, there is a complete equipment of apparatus for cement
testing, capable of handling 10,000 bbl. per day.
At the Pittsburg testing station, a 10,000,000-lb., vertical,
compression testing machine (Plate XIV), made by Tinius Olsen and
Company, is being erected for making a complete series of comparative
tests of various building stones of 2, 4, and 12-in. cube, of stone
prisms, 12 in. base and 24 in. high, of concrete and reinforced concrete
columns up to 65 ft. in height, and of brick piers and structural-steel
columns up to the the limits of the capacity and height of the machine.
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