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An ASTM A615 grade 60 number10 rebar with a gauge length of 8 inches was subjected to tension to fracture according to ASTM E8 method The load and deformation data were as shown

An ASTM A615 grade 60 number10 rebar with a gauge length of 8 inches was subjected to tension to fracture according to ASTM E8 method The load and deformation data were as shown

An ASTM A615 grade 60 number10 rebar with a gauge length of 8 inches was subjected to tension to fracture according to ASTM E-8 method. The load and deformation data were as shown Table P3.23.

Table P3.23

Load (kips)

Displacement (in.)

Load (kips)

Displacement (in.)

 

0

0

106.27

0.3320

13.97

0.0036

109.46

0.3823

42.46

0.0094

111.55

0.4351

74.11

0.0163

113.64

0.4883

86.15

0.0676

115.23

0.5392

95.72

0.1592

117.44

0.6032

100.51

0.2339

119.65

0.7279

103.94

0.2847

118.18

0.8832

mahesh 01-Jul-2020

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