Concrete Factories Including Reports of the Sub Committee On Tests the Us
Concrete Factories Including Reports of the Sub Committee On Tests the Us
Robert Whitman Lesley
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A test slab 41-4 inches thick, 40 inches wide and with a clear span of 6 feet, reinforced according to the system advocated by the Hinchman-Ren- ton Company showed a carrying capacity of 1, 300 pounds or 650 pounds a sq. Ft. With apparent safety. This slab was formed in a box and was set loose on top of the steel beam. Experience has shown that when built in place, as in actual construction, the carrying capacity is greatly enhanced. A similar slab made at the same time and of exactly the same ...composi- tion but without the barbed wire, failed without warning under a load of only 28 pounds per square foot, showing that there is perfect adhesion be- tween the concrete and the barbed wire tension members. It is a well known principle of engineering that a continuous slab sup- ported at the four sides will support a much greater load than if divided into separate beams without connection at the sides. Reinforced concrete floors in building have time and again shown a strength that would appear [54] REINFORCED CONCRETE CONSTRUCTION THE CRANDALL TWISTED STEEL BARS, SHOWING THE METHOD OF USING THEM IN REINFORCED CONCRETE CONSTRUCTION WORK incredible if the fact were overlooked that the floor is monolithic over this channel and that the strength radiates in all directions from the points of support.
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