Parameter Result Unit SS 560 Specification Grade B500C Young's Modulus, E GPa Limit of proportional stress, R MPa Yield strength, R. MPa 485 - 650 0.2% Proof Strength, Re: MPa Ultimate Tensile Strength, R., MPa R/R. 1.13 - <1.38 Percentage elongation at max load, A. 6< Percentage elongation at failure %
Parameter Result Unit SS 560 Specification Grade B500C Young's Modulus, E GPa Limit of proportional stress, R MPa Yield strength, R. MPa 485 - 650 0.2% Proof Strength, Re: MPa Ultimate Tensile Strength, R., MPa R/R. 1.13 - <1.38 Percentage elongation at max load, A. 6< Percentage elongation at failure %
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Calculate the result on the last table using the data given.
Transcribed Image Text:Parameter
Result
Unit
SS 560 Specification Grade B500C
Young's Modulus, E
GPa
Limit of proportional stress, R
MPa
Yield strength, R.
MPa
485 - 650
0.2% Proof Strength, Re:
MPa
Ultimate Tensile Strength, R.
MPа
R./R.
1.13 <1.38
Percentage elongation at max load, A
%
6<
Percentage elongation at failure
%
Transcribed Image Text:Data Sheet No. C5: Tensile properties of steel reinforcement
1. Cross-sectional area of rebar
Density of rebar = 7850 kg/m
Mass = 0.3072
Length = 0.2 m
Cross-sectional area = 196 mm
1.
Stress - Strain value
Nominal Diameter = 16 mm
Gauge Length = 100 mm
Data Point
Extension (mm)
Load (kN)
Strain (%)
Stress (MPa)
1
0.00
0.0
2
0.27
108.8
0.27
555.10
3
0.43
121.3
0.43
618.88
4
0.60
115.4
0.60
588.78
1.47
117.5
1.47
599.49
6.12
141.2
6.12
720.41
9.75
143.6
9.75
732.65
8
14.40
114.4
14.40
583.67
9
14.95
67.6
14.95
344.90
Stress - Strain Graph
800
600
400
200
2
4
6
8
10
12
14
Strain (%)
Stress (MPa)
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