Influence of Temperature On the Strength of Concrete
Influence of Temperature On the Strength of Concrete
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5 8. 0 7. 94 8. 06 26430 25330 25420 520 510 500 510 H 67. 5 64. 5 66. 5 7. 94 8. 06 8. 0 30550 35100 37750 620 690 750 690 I 66. 0 69. 5 67. 0 7. 94 8. 0 8. 0 51000 63230 41430 1030 1260 820 1040 Skewed slightly Bearing faces not parallel M 67. 5 66. 5 66. 5 8. 0 7. 94 8. 0 58000 40650 65 000 1150 820* 1290 1220 Visible voids *Not used in calculating average strength.
MC DANIEL INFLUENCE OF TEMPERATURE ON CONCRETE 19 IGOOV 1400 ^1000 800 600 Temperatures. (Fahr. ) Max. M in. Mean. -_76. 5 68. ...7 7Z. 8 -5Z. 94G2 46 J5 Z7. 3 30. 0 Z 4 6 8 10 I? 14 16 18 ZO ZZ Z4 Z6 Z8 Age-Days.
FIG. 11. GROUP I 1913 SERIES 6x6-iN. CYLINDERS. STANDARDIZED VALUES.
' ' I I I I I I I i i I J Temperatures. (Fahr. ) Max. Min. Mean. 71. 7 64. 3 Q8. 0 37. 0 34. 1 35. 5 K ^1000 ^ 800 ^> (oOO \4QO % ZOO ^ Z 4 & 8 10 It 14 IG It ZO ZZ Z4 Z6 Z8 Age-Days.
FIG. 12. GROUP II 1913 SERIES 6-iN. CUBES. STANDARDIZED VALUES.
20 ILLINOIS ENGINEERING EXPERIMENT STATION TABLE 16.
COMPRESSIVE STRENGTH AGE 28 DAYS Group III 1914 Series 8 x 16-in.
What to read after Influence of Temperature On the Strength of Concrete?
You can find similar books in the "Read Also" column, or choose other free books by Allen Boyer Mcdaniel to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
5 8. 0 7. 94 8. 06 26430 25330 25420 520 510 500 510 H 67. 5 64. 5 66. 5 7. 94 8. 06 8. 0 30550 35100 37750 620 690 750 690 I 66. 0 69. 5 67. 0 7. 94 8. 0 8. 0 51000 63230 41430 1030 1260 820 1040 Skewed slightly Bearing faces not parallel M 67. 5 66. 5 66. 5 8. 0 7. 94 8. 0 58000 40650 65 000 1150 820* 1290 1220 Visible voids *Not used in calculating average strength.
MC DANIEL INFLUENCE OF TEMPERATURE ON CONCRETE 19 IGOOV 1400 ^1000 800 600 Temperatures. (Fahr. ) Max. M in. Mean. -_76. 5 68. ...7 7Z. 8 -5Z. 94G2 46 J5 Z7. 3 30. 0 Z 4 6 8 10 I? 14 16 18 ZO ZZ Z4 Z6 Z8 Age-Days.
FIG. 11. GROUP I 1913 SERIES 6x6-iN. CYLINDERS. STANDARDIZED VALUES.
' ' I I I I I I I i i I J Temperatures. (Fahr. ) Max. Min. Mean. 71. 7 64. 3 Q8. 0 37. 0 34. 1 35. 5 K ^1000 ^ 800 ^> (oOO \4QO % ZOO ^ Z 4 & 8 10 It 14 IG It ZO ZZ Z4 Z6 Z8 Age-Days.
FIG. 12. GROUP II 1913 SERIES 6-iN. CUBES. STANDARDIZED VALUES.
20 ILLINOIS ENGINEERING EXPERIMENT STATION TABLE 16.
COMPRESSIVE STRENGTH AGE 28 DAYS Group III 1914 Series 8 x 16-in.
What to read after Influence of Temperature On the Strength of Concrete?
You can find similar books in the "Read Also" column, or choose other free books by Allen Boyer Mcdaniel to read onlineMoreLess
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