Tests of Columns An Investigation of the Value of Concrete As Reinforcement for
Tests of Columns An Investigation of the Value of Concrete As Reinforcement for
A N Arthur Newell Talbot
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The action of the spiraled columns indicates that the spiral has little effect up to a deformation and load corresponding to the maximum load for an unspiraled column. Beyond this load the column compresses rapidly and the presence of the spiral adds materially to the strength of the column. The tests do not fix the exact amount of this added strength. 12. In view of the large shortening necessary to make the added strength due to spiraling available and the general tough- ness of columns of th...e core type, it would seem that for building construction the use of a large percentage of spiral reinforcement in columns made up of structural shapes and concrete is hardly justifiable. A moderate spiral may warrant the use of somewhat higher unit- stresses, since it adds to the toughness of the column and gives a possible higher ultimate strength, and it will also serve to tie the concrete of the shell together securely and pro- tect it from accident, but it does not seem best to consider this spiral directly in the computations for strength of column.
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