A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following resultsare obtained:20| 200400.425Sieve No.102.00460100PanOpening (mm)% Passing4.750.850.250.150.075--9460301075331. Determine the uniformity coefficient.b. 4.42432. Determine the coefficient of curvature.a.4.706C.1.250d. 0.85а. 4.706b. 4.424C.1.250d. 0.8533. Given that the soil is non-plastic, classify the soil by using the Unified Soil Classification System.a.GWb. GPC.Swd. SP

Uniformity Coefficient (Cu): It is defined as the ratio of D60 to D10. Cu= D60D10 D60= Particle size…

A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following results are obtained: 60 200 20 0.85 30 100 0.15 Sieve No. 4 Pan Opening (mm) % Passing 10 | 2.00 60 40 0.425 4.75 0.25 0.075 94 10 7 5 31. Determine the uniformity coefficient. b. 4.424 C. 1.250 d. 0.85 4.706 32. Determine the coefficient of curvature. а. а. 4.706 b. 4.424 с. 1.250 d. 0.85 33. Given that the soil is non-plastic, classify the soil by using the Unified Soil Classification System. d. SP GW b. GP c. SW а.

A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following results are obtained: 60 200 20 0.85 30 100 0.15 Sieve No. 4 Pan Opening (mm) % Passing 10 | 2.00 60 40 0.425 4.75 0.25 0.075 94 10 7 5 31. Determine the uniformity coefficient. b. 4.424 C. 1.250 d. 0.85 4.706 32. Determine the coefficient of curvature. а. а. 4.706 b. 4.424 с. 1.250 d. 0.85 33. Given that the soil is non-plastic, classify the soil by using the Unified Soil Classification System. d. SP GW b. GP c. SW а.

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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