Any solutions please? 2)A sieve analysis test was performed on a fine aggregate sample. The total weightof the sample used was (1000 g). The test results are given in the following table.Sieve SizeWeightRetained (g) Retained Cumulative CumulativePassing100(mm)Retained4.752.3615015851.18110110.6510.3290200.1520100It is required to:deduce the missing values in the table.

Answered: Image /qna-images/answer/e5694cf0-025b-47bd-9835-28d6a3ef39e8.jpg

A sieve analysis test was performed on a fine aggregate sample. The total weight 2) of the sample used was (1000 g). The test results are given in the following table. Weight Retained (g) Sieve Size Retained Cumulative Cumulative Passing 100 (mm) Retained 4.75 01 2.36 150 15 85 1.18 110 11 0.6 51 0.3 290 20 0.15 20 100 It is required to:deduce the missing values in the table.

A sieve analysis test was performed on a fine aggregate sample. The total weight 2) of the sample used was (1000 g). The test results are given in the following table. Weight Retained (g) Sieve Size Retained Cumulative Cumulative Passing 100 (mm) Retained 4.75 01 2.36 150 15 85 1.18 110 11 0.6 51 0.3 290 20 0.15 20 100 It is required to:deduce the missing values in the table.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

SITUATION 1 A sample of dry coarse- grained materials was taken through a layer of sieves and the following results were obtained. Make the necessary calculations of the following questions. For Situation 1 (Sieve Analysis) SIZE (mm) WEIGHT RETAINED 18.96 gms. 0.25 0.149 33.18 0.074 45.03 0.052 54.51 0.02 42.66 0.01 11.85 0.004 4.74 0.001 4.74 PAN 21.33 Draw the particle distribution curve (manually) Your answer
Q.2) Answer the following question. 1- The sieve analysis below was done for which type of aggregate. Weight of sample = 2000gm Sieve size in. (mm) 3/8" 9.5 mm No.4 4.75 mm No.8 2.36 mm No.16 1.18 mm No.30 0.6 mm No.50 0.3 mm No.100 0.15 mm Pan Percent Weight retained (g) retained 0 2000*100 94 Klcc→ -2000 4032000X100 →0 358420000 360 2000 X 492-20000 72 2000 x 6² 118 982 Percent cumulative @ 4.7 > 95 20 i7-75 18 2212000x100 · 100 29 24.614 57 39 3 Percent passing 0 5 25 уз 61 86 97 317 ASTM Limit 100 95_100 80_100 40 85 25_60 10_30 2_10
Table below shows the result of sieve analysis test on a sample of fine aggregate. What is the fineness modulus for this aggregate? Sieve size, mm 9.5 4.75 2.36 1.18 0.6 0.3 0.2 0.15 Percent passing 100 89 61 29 18 14 10 9 3.30 3.20 320 330
A sieve analysis test was performed on a sample of aggregate and produced the results shown in Table. Calculate the percent passing through each sieve. What is the maximum size? What is the nominal maximum size? Plot the percent passing versus sieve size on: a. a semilog gradation chart, and b. a 0.45 gradation chart (Figure A.25). Amount Retained, (g) Cumulative Percent Retained SIEVE ΝΟ. SIEVE SIZE Cumulative Amount Percent Passing Retained, (g) 215 885 980 12 2,350 3/8 1,190 4 2,205 8 1,985 10 1,840 40 1.650 100 980 200 660 PAN 60 ΤΟΤAL 15,000
3. A coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained. a. Volume of Bucket = 0.0094m³ %3D b. Weight of empty bucket = 8,391 g c. Weight of bucket filled with dry rodded coarse aggregate = 25,355 g %3D Calculate the dry-rodded unit weight. 4. Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained. a. Volume of Bucket = 0.0142m³ %3D b. Weight of empty bucket = 9,207 g c. Weight of bucket filled with dry rodded coarse aggregate: i. Trial 1= 34,745 g ii. Trial 2 = 34,o65 g ii. Trial 3 = 35,743 g %3D %3D Calculate the average dry-rodded unit weight
Sieve analysis test for fine aggregates was performed on a sample of fine aggregates and produced the following results: a. Calculate the percent passing through each sieve. b. Plot the percent finer in a semi-log gradation chart. c. What is the maximum aggregate size of the sample? d. What is the nominal maximum aggregate size of the sample? e. What is the fineness modulus? Is it in typical range? " Sieve Size, 9.5 4.75 3.35 2.36 2.00 1.18 0.85 0.60 0.425 0.30 0.25 0.18 0.15 (No. 0.075 Pan mm (in) (3/8) (No. 4) (No. 6) (No. 8) (No. 10) (No. 16) (No. 20) (No. 30) (No. 40) (No. 50) (No. 60) (No. 80) 100) (No. 200)| Amount 25 59 75 86 115 136 169 192 225 198 173 112 90 33 12 Datained.
Problem A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following results are obtained: Sieve No. Opening (mm) % Passing 4 10 20 40 60 100 200 Pan 0.425 0.25 0.075 2.00 60 4.75 0.85 0.15 94 30 10 7 3 12. Determine the uniformity coefficient. a. 4.706 b. 4.424 C. 1.250 d. 0.85 13. Determine the coefficient of curvature. a. 4.706 b. 4.424 1.250 d. 0.85 C.
Sieve analysis test for fine aggregates was performed on a sample of fine aggregates and produced the following results: a. Calculate the percent passing through each sieve. b. Plot the percent finer in a semi-log gradation chart. c. What is the maximum aggregate size of the sample? d. What is the nominal maximum aggregate size of the sample? e. What is the fineness modulus? Is it in typical range? Sieve Size, 9.5 4.75 3.35 2.36 2.00 1.18 0.85 0.60 0.425 0.30 0.25 0.18 0.15 (No. 0.075 Pan mm (in) (3/8) (No. 4)(No. 6) (No. 8) (No. 10) (No. 16) (No. 20)|(No. 30) (No. 40)|(No. 50)|(No. 60) (No. 80) 100) |(No. 200) Amount 25 59 75 86 115 136 169 192 225 198 173 112 90 33 12 Retained, g
Three samples of aggregates were taken weighed in moist and dry condition. Moist Dry Unit Unit Absorption Volume Aggregate Wt. Wt. (%) (m³) (kN/m) (kN/m³) Sample 1 23.425 20.018 5.14 0.366 Sample 2 22.7 18.757 3.87 0.695 Sample 3 20.292 18.387 2.62 0.237 Where; Unit weight of water = 9.81 kN/m3 Determine the average free moisture content of the three samples.
5. The table below represents data from sieve analysis carried out on a coarse aggregate sample. Determine the fineness modulus and plot the grading curve for the given coarse aggregate. ASTM SIEVE NO. SIEVE SIZE MASS RETAINED (GRAMS) 3/4 in 19 mm 4640 3/8 in 9.5 mm 4950 4 4.75 mm 3790 8 2.36 mm 260 16 1.18 mm 120 30 600 microns 0 50 300 microns 100 150 microns 0 pan
From a Fine Aggregate sample, the ff data are given below to determine only the SPECIFIC GRAVITIES and ABSORPTION OF THE SAMPLE. MASS of oven dried aggregate 428.3g MASS of PYC filled with water =652.5g MASS of aggregate and water =785.3g MASS of SSD Aggregate =459.1g MASS OF AN EMPTY PYCNOMETER =125.0g MASS of oven dried aggregate 428.3g 652.5g 785.3g 459.1g 125.0g MASS of PYC filled with water MASS of aggregate and water MASS of SSD Aggregate MASS OF AN EMPTY PYCNOMETER IL || || |I
Question 4 Comment the four types of sieve analysis diagrams, which appear in the figure below: Continuum, Uniform, Gaps, Open. % Passing 100 O Continuum A Gaps Sieve size Open Uniform