Q.2) Answer the following question.1- The sieve analysis below was done for which typeWeight of sample = 2000gmSieve sizein. (mm)3/8"9.5 mmNo.44.75 mmNo.82.36 mmNo.161.18 mmNo.300.6 mmNo.500.3 mmNo.1000.15 mmPanPercentWeightretained (g) retained0 2000*10094→0Klcc→-20004032000X100358-2009 08722212000x100Percentcumulative@4.720 i 7598257360 72000 Alco isies 39492-2000024.614· 100> 953of aggregate.Percentpassing0525уз618697317ASTMLimit10095_10080_10040 8525_6010_302_10

The values in the table already calculated is incorrect and the correct values are given in the…

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 Weight retained (g) 02000*100 94 Percent retained -2000 4032000 ce 35842000 72 Klcc→→> @ 100 4.795 20 > Percent cumulative 360 72000 Xc> 4921200009 182 1822 39 57 24.6+14 2212000x1003 075 Percent passing 0 5 25 43 61 86 27 317 ASTM Limit 100 95_100 80_100 40 85 25_60 10_30 2_10

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 Weight retained (g) 02000*100 94 Percent retained -2000 4032000 ce 35842000 72 Klcc→→> @ 100 4.795 20 > Percent cumulative 360 72000 Xc> 4921200009 182 1822 39 57 24.6+14 2212000x1003 075 Percent passing 0 5 25 43 61 86 27 317 ASTM Limit 100 95_100 80_100 40 85 25_60 10_30 2_10

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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The following table provides data obtained during a specific gravity and absorption test on coarse aggregate. Using the data, determine the a) apparent bulk specific gravity, b) bulk SSD specific gravity, and c) absorption of the coarse aggregate.
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What must be the minimum size (width) of chutes of the mechanical splitter if the dry fine aggregate sample passes 9.5mm sieve?
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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
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