1 Weight of retained on each sieve. 2. Calculate the fineness modulus for the sanmple. 2. According to specifications.check the grading of this sample. 3. Plot a graph between sieve size and % accumulative passing and plot the upper bound and lower bound for each sieve. 4. What are the nominal maximumand the mIximumsieve size for the sample? 5. In which zone is the sand sample according to specifications. if the total weight of the sample is 500 g Sieve size Cumulative Percentage of retained, % (3/8 in) (No4) 3. (No.8) 12 (No.16) 44 (No.30) 85 (No.50) (No.100) (Pan) 91 97 100

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1 Weight of retained on each sieve.
2 Calculate the fineness modulus for the sample.
2. According to specifications.check the grading of this sample.
3. Plot a graph between sieve size and % accumulative possing and plot the upper bound
and lower bound for each sieve.
4 What are the nominal maximum and the maximumsieve size for the sample?
5. In which zone is the sand sample aiccording to specifications.
It the total weight of the sample is 500g
Cumulative Percentage
of retained, %
Sieve size
(3/8 in)
(No.4)
13
(No.8)
12
(No 16)
44
(No.30)
85
(No.50)
(No.100)
91
97
(Pan)
100
Transcribed Image Text:1 Weight of retained on each sieve. 2 Calculate the fineness modulus for the sample. 2. According to specifications.check the grading of this sample. 3. Plot a graph between sieve size and % accumulative possing and plot the upper bound and lower bound for each sieve. 4 What are the nominal maximum and the maximumsieve size for the sample? 5. In which zone is the sand sample aiccording to specifications. It the total weight of the sample is 500g Cumulative Percentage of retained, % Sieve size (3/8 in) (No.4) 13 (No.8) 12 (No 16) 44 (No.30) 85 (No.50) (No.100) 91 97 (Pan) 100
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