Sieve Designation Weight retained, g % Retained Weight passing, g % Passing 3" 75 mm 1010 100 2- 1/2" 63 mm 1010 100 2" 50 mm 1010 100 1- 1/2" 37 mm 1010 100 1 25 mm 1010 100 3/4 19 mm 1010 100 1/2" 125 mm 1010 100 3/8 9 mm 1010 100 No. 4 475 mm 450.83 44.636634 559.17 55.3634 82.260396 95.748515 97.122772 97.890099 99.044554 99 240594 No. 10 2 mm 380 630 17.7396 No. 30 0.6 mm No. 40 0.425 mm 136 23 873.77 4.25149 13.88 996.12 2.87723 1002 25 998 34 No. 50 03 mm 7.75 2.1099 No. 140 0.106 mm No. 200 0.075 mm 11.66 0.95545 0.75941 0 17723 198 1008.02 Pan 5 88 99 822772 1004 12
Sieve Designation Weight retained, g % Retained Weight passing, g % Passing 3" 75 mm 1010 100 2- 1/2" 63 mm 1010 100 2" 50 mm 1010 100 1- 1/2" 37 mm 1010 100 1 25 mm 1010 100 3/4 19 mm 1010 100 1/2" 125 mm 1010 100 3/8 9 mm 1010 100 No. 4 475 mm 450.83 44.636634 559.17 55.3634 82.260396 95.748515 97.122772 97.890099 99.044554 99 240594 No. 10 2 mm 380 630 17.7396 No. 30 0.6 mm No. 40 0.425 mm 136 23 873.77 4.25149 13.88 996.12 2.87723 1002 25 998 34 No. 50 03 mm 7.75 2.1099 No. 140 0.106 mm No. 200 0.075 mm 11.66 0.95545 0.75941 0 17723 198 1008.02 Pan 5 88 99 822772 1004 12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the uniformity coefficient and coefficient of gradation from the following data:
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