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

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

Section: Chapter Questions

Problem 1P

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