Concrete Steel Construction

Cover Concrete Steel Construction
Concrete Steel Construction
Henry T Henry Turner Eddy
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It thus appears that the percentage of steel enters as a factor in determining the relative flexural rigidity while the relative rigidity of arch action caused by end restraint depends directly on the concrete and increases about as the square of the ratio of the depth relative to span length.
Since the relative rigidity of arch action depends directly on the concrete it increases as the modulus E c of the concrete increases. This is equivalent to stating that in order for the rigidity of arch
...action and beam action to maintain the same relation to each other in different beams with the same restraint and same ratio of depth to span but made of different grades of concrete, the more rigid the ARCH ACTION IN BEAMS 38& concrete is the higher must be the percentage of steel to maintain the same relative amount of beam action and arch action in the beams compared.
The general characteristics governing the distribution of stress here discussed are well known and generally recognized although sa far as known they have never before been discussed in works on this subject.


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