(a) From the above table, (i) Compute the values of percentage retained; cumulative percentage retained; and percentage finer for each of the given sieve sizes. (ii) Plot a grain-size particle distribution curve.

Structural Analysis
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Chapter2: Loads On Structures
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(a) From the above table, (i) Compute the values of percentage retained; cumulative percentage retained; and percentage finer for each of the given sieve sizes. (ii) Plot a grain-size particle distribution curve.
1
The following are the results of a sieve analysis test are presentaed in Table Q1.
Table Q1
US Sieve NO.| Opening (mm) | Mass of soil retained (g)
4
4.75
6.
3.35
30.0
10
2.00
48.7
20
0.850
127.3
40
0.425
96.8
60
0.250
76.6
100
0.150
55.2
200
0.075
43.4
pan
22.0
(a)
From the above table,
Compute the values of percentage retained; cumulative percentage retained; and
(i)
percentage finer for each of the given sieve sizes.
(ii)
Plot a grain-size particle distribution curve.
Transcribed Image Text:1 The following are the results of a sieve analysis test are presentaed in Table Q1. Table Q1 US Sieve NO.| Opening (mm) | Mass of soil retained (g) 4 4.75 6. 3.35 30.0 10 2.00 48.7 20 0.850 127.3 40 0.425 96.8 60 0.250 76.6 100 0.150 55.2 200 0.075 43.4 pan 22.0 (a) From the above table, Compute the values of percentage retained; cumulative percentage retained; and (i) percentage finer for each of the given sieve sizes. (ii) Plot a grain-size particle distribution curve.
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