Q2:-From the sieve analysis (grading test), the following results are obtained: Sieve size, ASTM ‘Weight of aggregate retained on each sieve (gm) 1% inch 0 3/4 inch [ 840 3/8 inch [ 2100 No.d [ 560 No.8 | 286.8 No.16 [ 360 No.30 3272 No.50 358 No.100 [46 Pan ‘ 22 Calculate the followings: 1-Fineness modulus of the aggregate. 2-Average sieve size. 3-Maximum aggregate size. 4- Minimum cement content (Cos) Q2:-From the sieve analysis (grading test), the following results are obtained:Weight of aggregate retainedon each sieve (gm)Sieve size, ASTM1½ inch3/4 inch8403/8 inch2100No.4560No.8286.8No.16360No.30327.2No.50358No.10046Pan22Calculate the followings: 1-Fineness modulus of the aggregate.2-Average sieve size. 3-Maximum aggregate size. 4- Minimum cement content (Cmin)

sieve size wt. of aggregate retained on each cumulated % retained by wt % passing by wt…

Answered: Q2:-From the sieve analysis (grading…

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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Q2:-From the sieve analysis (grading test), the following results are obtained: Sieve size, ASTM ‘Weight of aggregate retained on each sieve (gm) 1% inch 0 3/4 inch [ 840 3/8 inch [ 2100 No.d [ 560 No.8 | 286.8 No.16 [ 360 No.30 3272 No.50 358 No.100 [46 Pan ‘ 22 Calculate the followings: 1-Fineness modulus of the aggregate. 2-Average sieve size. 3-Maximum aggregate size. 4- Minimum cement content (Cos)

Q2:-From the sieve analysis (grading test), the following results are obtained:
Weight of aggregate retained
on each sieve (gm)
Sieve size, ASTM
1½ inch
3/4 inch
840
3/8 inch
2100
No.4
560
No.8
286.8
No.16
360
No.30
327.2
No.50
358
No.100
46
Pan
22
Calculate the followings: 1-Fineness modulus of the aggregate.
2-Average sieve size. 3-Maximum aggregate size. 4- Minimum cement content (Cmin)

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