Specimen

Cross-Section Area Reduction (mm²)

Bending Moment Resistance (kN.m)

“T” Shear Force Resistance (kN)

v

α_v

Shear Resistance (kN)

R-Equation (1)

1

4329.75

2050.43

574.95

4.0

0.43

491.39

1.08

2

4329.75

2050.43

574.95

4.0

0.43

491.39

1.05

3

4329.75

2050.43

574.95

2.0

0.66

754.72

1.12

4

4329.75

2050.43

574.95

2.0

0.66

754.72

1.03

5

4329.75

2050.43

574.95

0.9

0.93

1070.14

0.79

6

4329.75

2050.43

574.95

0.9

0.93

1070.14

0.92

7

4329.75

2050.43

574.95

4.0

0.43

491.39

1.05

8

4329.75

2050.43

574.95

4.0

0.43

491.39

0.95

9

4329.75

2050.43

574.95

2.0

0.66

754.72

0.71

10

4329.75

2050.43

574.95

2.0

0.66

754.72

0.89

11

4329.75

2050.43

574.95

0.9

0.93

1070.14

0.54

12

4329.75

2050.43

574.95

0.9

0.93

1070.14

0.84

13

6494.63

1816.10

287.47

12.0

0.18

102.56

1.11

14

6494.63

1816.10

287.47

12.0

0.18

102.56

1.07

15

6494.63

1816.10

287.47

6.0

0.32

182.14

1.31

16

6494.63

1816.10

287.47

6.0

0.32

182.14

1.25

17

6494.63

1816.10

287.47

2.7

0.55

317.76

1.79

18

6494.63

1816.10

287.47

2.7

0.55

317.76

1.58

19

6494.63

1816.10

287.47

12.0

0.18

102.56

1.11

20

6494.63

1816.10

287.47

12.0

0.18

102.56

1.04

21

6494.63

1816.10

287.47

6.0

0.32

182.14

1.27

22

6494.63

1816.10

287.47

6.0

0.32

182.14

1.17

23

6494.63

1816.10

287.47

2.7

0.55

317.76

1.60

24

6494.63

1816.10

287.47

2.7

0.55

317.76

1.30