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1. Complete the following, show all calculations and graph it. Complete the details in the data sheet.

1. Complete the following, show all calculations and graph it. Complete the details in the data sheet.

Structural Analysis
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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1. Complete the following, show all calculations and graph it. Complete the details in the data sheet. Sieve No. Sieve Mass of Soil Percent of Mass Cumulative Percent Finer, Retained, (g) Retained, (%) Percent 100 - Opening (mm) Retained, 4 0.00 10 2.000 0.00 20 0.850 5.60 40 16.20 60 0.250 22.30 100 44.00 200 95.60 Pan 316.30 2. Complete the following, show all calculations and graph it. Complete the details in the data sheet. Dry Unit Weight, W, (g) Temperature of Test, T (*C) Temperature Correction, F, Description of Soil G, 2.66 23 Hydrometer Type 0.9 Meniscus Correction, F, 1 Zero Correction, F, 6 TIME, t HYDROMETE PERCENT D R. L(cm) A (min) R READING, R FINER |(mm) 0.25 50 0.5 49 1 46.5 2 42.5 39 8. 35.5 15 31 30 28 60 24 120 21.5 240 19 480 18 1440 15 a = Present the complete calculation procedure for determining the percent finer and the Diameter at time, t = 24 hours. Using the grain size distribution curve in Section 2.6, determine the following: a. D10, D30 ,D60 b. Uniformity coefficient, Cu Coefficient of Gradation, Cc C.
Transcribed Image Text:1. Complete the following, show all calculations and graph it. Complete the details in the data sheet. Sieve No. Sieve Mass of Soil Percent of Mass Cumulative Percent Finer, Retained, (g) Retained, (%) Percent 100 - Opening (mm) Retained, 4 0.00 10 2.000 0.00 20 0.850 5.60 40 16.20 60 0.250 22.30 100 44.00 200 95.60 Pan 316.30 2. Complete the following, show all calculations and graph it. Complete the details in the data sheet. Dry Unit Weight, W, (g) Temperature of Test, T (*C) Temperature Correction, F, Description of Soil G, 2.66 23 Hydrometer Type 0.9 Meniscus Correction, F, 1 Zero Correction, F, 6 TIME, t HYDROMETE PERCENT D R. L(cm) A (min) R READING, R FINER |(mm) 0.25 50 0.5 49 1 46.5 2 42.5 39 8. 35.5 15 31 30 28 60 24 120 21.5 240 19 480 18 1440 15 a = Present the complete calculation procedure for determining the percent finer and the Diameter at time, t = 24 hours. Using the grain size distribution curve in Section 2.6, determine the following: a. D10, D30 ,D60 b. Uniformity coefficient, Cu Coefficient of Gradation, Cc C.
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