Specimen

Cross-Section Area Reduction (mm²)

Bending Moment Resistance (kN.m)

“T” Shear Force

Resistance (kN)

v

αv

Shear Force Resistance (kN)

R-Equation (1)

25

2550

935.93

338.62

4.0

0.43

289.40

1.17

26

2550

935.93

338.62

4.0

0.43

289.40

1.03

27

2550

935.93

338.62

2.0

0.66

444.49

0.87

28

2550

935.93

338.62

2.0

0.66

444.49

0.94

29

2550

935.93

338.62

0.9

0.93

630.26

0.64

30

2550

935.93

338.62

0.9

0.93

630.26

0.85

31

2550

935.93

338.62

4.0

0.43

289.40

0.80

32

2550

935.93

338.62

4.0

0.43

289.40

0.90

33

2550

935.93

338.62

2.0

0.66

444.49

0.56

34

2550

935.93

338.62

2.0

0.66

444.49

0.82

35

2550

935.93

338.62

0.9

0.93

630.26

0.45

36

2550

935.93

338.62

0.9

0.93

630.26

0.80

37

3825

844.29

169.31

12.0

0.18

60.40

1.34

38

3825

844.29

169.31

12.0

0.18

60.40

1.26

39

3825

844.29

169.31

6.0

0.32

107.27

1.56

40

3825

844.29

169.31

6.0

0.32

107.27

1.39

41

3825

844.29

169.31

2.7

0.55

187.15

1.91

42

3825

844.29

169.31

2.7

0.55

187.15

1.50

43

3825

844.29

169.31

12.0

0.18

60.40

1.31

44

3825

844.29

169.31

12.0

0.18

60.40

1.17

45

3825

844.29

169.31

6.0

0.32

107.27

1.48

46

3825

844.29

169.31

6.0

0.32

107.27

1.23

47

3825

844.29

169.31

2.7

0.55

187.15

1.21

48

3825

844.29

169.31

2.7

0.55

187.15

1.16