ILTest sample weight=احتمانSieve sizeWeight retained (g)Calculations:Sieve sizein. (mm)3/8"9.5 mmNo.44.75 mmNo.82.36 mmNo.161.18 mmNo.300.6 mmNo.500.3 mmNo.1000.15 mmPangm3/8"No.4No.8No.16No.50No.1000.15 mm9.5 mm4.75 mm2.36 mm 1.18 mmmm0.3 mm0.0од 1597 21419 від 50д 3589 174дWeightretained (g)PercentretainedBeitel15-11-2021Fineness modulusотсивно оu 4/8²/00 =5.315 діни з2141-44871.361-448203Божнизис 1.665078.63 21.380.29 19.7135 84421 23 92.22 7.7817444851898.02 1.98чудд4/100 =Cumulative =No.30Percentcumulative05394.7766 23-4Percentpassingloo222Sieve deviation = 262(5)ASTMLimit10095 10080 10050_8525 6010_302_10

Fineness modulus it give the average size of aggregate by counting the no. Of sieve from bottom to…

Answered: Test sample weight= Sieve size Weight…

Test sample weight= Sieve size Weight retained (g) kel 3/8" 9.5 mm og gm No.4 No.8 No.16 4.75 mm 2.36 mm 1.18 mm 1599 21419 61g No.50 No.100 0.3 mm 0.15 mm 0.8 50g 358g 1749 No.30 mm

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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Concept explainers

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

100%

IL
Test sample weight=
احتمان
Sieve size
Weight retained (g)
Calculations:
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
gm
3/8"
No.4
No.8
No.16
No.50
No.100
0.15 mm
9.5 mm
4.75 mm
2.36 mm 1.18 mm
mm
0.3 mm
0.0
од 1597 21419 від 50д 3589 174д
Weight
retained (g)
Percent
retained
Beitel
15-11-2021
Fineness modulus
отсивно о
u 4/8²/00 =
5.3
15 діни з
2141-44871.3
61-448203
Божнизис 1.66
50
78.63 21.3
80.29 19.71
35 84421 23 92.22 7.78
174448518
98.02 1.98
чудд
4
/100 =
Cumulative =
No.30
Percent
cumulative
0
53
94.7
766 23-4
Percent
passing
loo
222
Sieve deviation = 262
(5)
ASTM
Limit
100
95 100
80 100
50_85
25 60
10_30
2_10

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