Tests of Concrete And Reinforced Concrete Columns Series of 1907
Tests of Concrete And Reinforced Concrete Columns Series of 1907
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051 1. 71 385 000 3404 62 188 1-2-4 Hn 048 1. 61 147 000 59 "This column was not tested to destruction as a hooped column, but after a load of 2000 Ib. Per sq. In. Had been applied, the spiral was stripped from the concrete and the resulting plain concrete core tested as noted in the text.
24. Modulus of Elasticity and Compressive Deformations. If the hooping is effective in any marked degree at the beginning of the test it may be expected that the initial modulus of elasticity will be greater ...for hooped columns than for plain concrete columns and that the stress- deformation diagram will show that the col- TALBOT TESTS OF CONCRETE COLUMNS 37 TABLE 13.
PROPERTIES OF SPIRAL-HOOPED COLUMNS All the columns were made of 1-2-4 concrete.
Col. No.
Per cent Kein.
Strength of Column, Ib. Per sq. In.
''Addi- tional Strength per 1% "Kein- forcement Ib. Per sq. In.
e' Initial Modulus of Elasti- city Ib. Per sq. In.
e" Ratio of Incre- ments Concrete from Diagram Max- imum High-carbon Steel 171 0. 85 1600 2503 1060 .
What to read after Tests of Concrete And Reinforced Concrete Columns Series of 1907?
You can find similar books in the "Read Also" column, or choose other free books by A N Arthur Newell Talbot to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
051 1. 71 385 000 3404 62 188 1-2-4 Hn 048 1. 61 147 000 59 "This column was not tested to destruction as a hooped column, but after a load of 2000 Ib. Per sq. In. Had been applied, the spiral was stripped from the concrete and the resulting plain concrete core tested as noted in the text.
24. Modulus of Elasticity and Compressive Deformations. If the hooping is effective in any marked degree at the beginning of the test it may be expected that the initial modulus of elasticity will be greater ...for hooped columns than for plain concrete columns and that the stress- deformation diagram will show that the col- TALBOT TESTS OF CONCRETE COLUMNS 37 TABLE 13.
PROPERTIES OF SPIRAL-HOOPED COLUMNS All the columns were made of 1-2-4 concrete.
Col. No.
Per cent Kein.
Strength of Column, Ib. Per sq. In.
''Addi- tional Strength per 1% "Kein- forcement Ib. Per sq. In.
e' Initial Modulus of Elasti- city Ib. Per sq. In.
e" Ratio of Incre- ments Concrete from Diagram Max- imum High-carbon Steel 171 0. 85 1600 2503 1060 .
What to read after Tests of Concrete And Reinforced Concrete Columns Series of 1907?
You can find similar books in the "Read Also" column, or choose other free books by A N Arthur Newell Talbot to read onlineMoreLess
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