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COLUMN STRİP REINFORCEMENT

AECBOLT- SAFE RESULT DIFFERENCE

Rebar

Spacing

Count Of Rebars

Prvd. Intensity %

Tonnage (lb)

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

1

1

7.143

7.143

Same

6

6

46.154

42.859

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

5

4

31.250

25.001

Same

4

2

26.667

22.222

Same

0

0

0.000

0.000

Same

1

0

6.631

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

2

0

11.212

0.000

Same

3

1

25.043

14.287

Same

2

1

12.467

14.280

Same

0

0

0.000

0.000

Same

1

0

5.788

0.000

Same

0

0

0.000

0.000

Same

3

1

20.000

12.494

Same

1

1

5.788

14.279

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

1

1

7.727

9.091

Same

4

3

33.333

30.000

Same

2

1

15.341

10.002

Same

1

1

7.727

8.336

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

4

3

23.399

23.080

Same

3

1

23.030

19.996

Same

5

3

27.833

23.074

Same

1

0

6.667

0.000

Same

5

3

27.833

23.079

Same

2

0

11.648

0.000

Same

5

3

27.833

23.076

Same

3

2

30.049

40.002

Same

5

3

27.833

23.077

Same

1

0

6.667

0.000

Same

6

4

33.409

28.567

Same

5

4

45.455

40.002

Expand
titleCAD view

Column Strip Reinforcements in CAD view

...

Point

...

Prvd. Intensity %

...

1

...

0.000

...

2

...

0.000

...

3

...

0.000

...

4

...

0.000

...

5

...

7.143

...

6

...

46.154

...

7

...

0.000

...

8

...

0.000

...

9

...

0.000

...

10

...

0.000

...

11

...

0.000

...

12

...

0.000

...

13

...

31.250

...

14

...

26.667

...

15

...

0.000

...

16

...

6.631

...

17

...

0.000

...

18

...

0.000

...

19

...

0.000

...

20

...

0.000

...

21

...

0.000

...

22

...

0.000

...

23

...

0.000

...

24

...

0.000

...

25

...

11.212

...

26

...

25.043

...

27

...

12.467

...

28

...

0.000

...

29

...

5.788

...

30

...

0.000

...

31

...

20.000

...

32

...

5.788

...

33

...

0.000

...

34

...

0.000

...

35

...

7.727

...

36

...

33.333

...

37

...

15.341

...

38

...

7.727

...

39

...

0.000

...

40

...

0.000

...

41

...

23.399

...

42

...

23.030

...

43

...

27.833

...

44

...

6.667

...

45

...

27.833

...

46

...

11.648

...

47

...

27.833

...

48

...

30.049

...

49

...

27.833

...

50

...

6.667

...

51

...

33.409

...

52

...

45.455

Top Reinforcements , Middle Strip Reinforcements

...

Middle Strip Reinforcement

...

Middle Strip Reinforcement

...

Analysis Source: Aecbolt

...

Analysis Source: Safe Wall Takes Out of Plane Moment No

...

Rebar

...

Spacing

...

Req/Prvd Intensity

...

Prvd. Intensity

...

Layer

...

Linked StressLine

...

Tonnage (lb)

...

Rebar

...

Spacing

...

Req/Prvd Intensity

...

Prvd. Intensity

...

Layer

...

Linked StressLine

...

Tonnage (lb)

...

#6

...

18

...

0.18 / 0.29

...

0.29

...

1st Layer

...

SL-SW 3-CZ 4-SW 4-CZ 4

...

37.07

...

#6

...

18

...

0.13 / 0.29

...

0.29

...

1st Layer

...

SL-SW 3-CZ 4-SW 4-CZ 4

...

37.07

...

#6

...

18

...

0.2 / 0.29

...

0.29

...

1st Layer

...

SL-SW 3-CZ 1-SW 4-CZ 1

...

18.53

...

#6

...

18

...

0.1 / 0.29

...

0.29

...

1st Layer

...

SL-SW 3-CZ 1-SW 4-CZ 1

...

18.53

...

#6

...

18

...

0.05 / 0.29

...

0.29

...

2nd Layer

...

SL-SW 1-CZ 2-SW 3-CZ 2

...

97.86

...

#6

...

18

...

0.02 / 0.29

...

0.29

...

2nd Layer

...

SL-SW 1-CZ 2-SW 3-CZ 2

...

97.86

...

#6

...

18

...

0.06 / 0.29

...

0.29

...

2nd Layer

...

SL-SW 1-CZ 1-SW 4-CZ 1

...

114.17

...

#6

...

18

...

0.06 / 0.29

...

0.29

...

2nd Layer

...

SL-SW 1-CZ 1-SW 4-CZ 1

...

114.17

...

#6

...

18

...

0.06 / 0.29

...

0.29

...

2nd Layer

...

SL-SW 1-CZ 1-SW 4-CZ 2

...

97.86

...

#6

...

18

...

0.03 / 0.29

...

0.29

...

2nd Layer

...

SL-SW 1-CZ 1-SW 4-CZ 2

...

97.86

...

#6

...

18

...

0.15 / 0.29

...

0.29

...

1st Layer

...

SL-C 35-SW 1-CZ 1

...

44.23

...

#6

...

18

...

0.07 / 0.29

...

0.29

...

1st Layer

...

SL-C 35-SW 1-CZ 1

...

Top Reinforcements , Middle Strip Reinforcements

Same

0

0.00

0.00

Middle Strip Reinforcement

Middle Strip Reinforcement

Analysis Source: Aecbolt

Analysis Source: Safe Wall Takes Out of Plane Moment No

Rebar

Spacing

Req/Prvd Intensity

Prvd. Intensity

Layer

Linked StressLine

Tonnage (lb)

Rebar

Spacing

Req/Prvd Intensity

Prvd. Intensity

Layer

Linked StressLine

Tonnage (lb)

#6

18

0.12 18 / 0.29

0.29

2nd 1st Layer

SL-C 35-SW 3-CZ 4-SW 4-CZ 24

7437.8707

#6

18

0.06 13 / 0.29

0.29

2nd 1st Layer

SL-C 35SW 3-CZ 4-SW 4-CZ 24

7437.8707

#6

18

0.09 2 / 0.29

0.29

1st Layer

SL-C 34-SW 3-CZ 1-SW 24-CZ 1

4118.7953

#6

18

0.07 1 / 0.29

0.29

1st Layer

SL-C 34SW 3-CZ 1-SW 24-CZ 1

4118.7953

#6

18

0.1 05 / 0.29

0.29

1st 2nd Layer

SL-C 33SW 1-CZ 2-SW 23-CZ 2

4197.7686

#6

18

0.06 02 / 0.29

0.29

1st 2nd Layer

SL-C 33SW 1-CZ 2-SW 23-CZ 2

4197.7686

#6

18

0.14 06 / 0.29

0.29

1st 2nd Layer

SL-C 32-SW 1-CZ 1-SW 14-CZ 21

43114.0817

#6

18

0.06 / 0.29

0.29

1st 2nd Layer

SL-C 32SW 1-CZ 1-SW 14-CZ 21

43114.0817

#6

18

0.11 06 / 0.29

0.29

2nd Layer

SL-C 32SW 1-CZ 1-SW 34-CZ 2

7497.4486

#6

18

0.08 03 / 0.29

0.29

2nd Layer

SL-C 32-SW 1-CZ 1-SW 34-CZ 2

7497.4486

#6

18

0.13 15 / 0.29

0.29

2nd 1st Layer

SL-C 1435-SW 31-CZ 31

6944.7323

#6

18

0.08 07 / 0.29

0.29

2nd 1st Layer

SL-C 1435-SW 31-CZ 31

6944.7323

#6

18

0.12 / 0.29

0.29

2nd Layer

SL-C 1435-SW 34-CZ 42

74.87.17

#6

18

0.08 06 / 0.29

0.29

2nd Layer

SL-C 1435-SW 34-CZ 42

74.87.17

#6

18

0.1 09 / 0.29

0.29

2nd 1st Layer

SL-C 1434-SW 42-CZ 41

10441.679

#6

18

0.08 07 / 0.29

0.29

2nd 1st Layer

SL-C 1434-SW 42-CZ 41

10441.679

#6

18

0.2 1 / 0.29

0.29

2nd 1st Layer

SL-C 13-C 1474.4533-SW 2-CZ 2

41.76

#6

18

0.14 06 / 0.29

0.29

2nd 1st Layer

SL-C 13-C 1474.4533-SW 2-CZ 2

41.76

#6

18

0.15 14 / 0.29

0.29

2nd 1st Layer

SL-C 13-C 33112.8132-SW 1-CZ 2

43.08

#6

18

0.12 06 / 0.29

0.29

2nd 1st Layer

SL-C 13-C 33112.8132-SW 1-CZ 2

43.08

#6

18

0.12 11 / 0.29

0.29

2nd Layer

SL-C 1332-SW 23-CZ 2

12274.9244

#6

18

0.17 08 / 0.29

0.29

2nd Layer

SL-C 1332-SW 23-CZ 2

12274.9244

#6

18

0.05 13 / 0.29

0.29

1st 2nd Layer

SL-C 12-C 13161.1314-SW 3-CZ 3

69.73

#6

18

0.1 08 / 0.29

0.29

1st 2nd Layer

SL-C 12-C 13161.1314-SW 3-CZ 3

69.73

#6

18

0.04 12 / 0.29

0.29

1st 2nd Layer

SL-C 12-C 14123.2614-SW 3-CZ 4

87.17

#6

18

0.08 / 0.29

0.29

1st 2nd Layer

SL-C 12-C 14123.2614-SW 3-CZ 4

87.17

#6

18

0.11 1 / 0.29

0.29

2nd Layer

SL-C 12-C 34130.2814-SW 4-CZ 4

104.6

#6

18

0.13 08 / 0.29

0.29

2nd Layer

SL-C 12-C 34130.2814-SW 4-CZ 4

104.6

#6

18

0.09 2 / 0.29

0.29

2nd Layer

SL-C 12-SW 2-CZ 1160.4413-C 14

74.45

#6

18

0.08 14 / 0.29

0.29

2nd Layer

SL-C 12-SW 2-CZ 1160.4413-C 14

74.45

#6

18

0.22 15 / 0.29

0.29

2nd Layer

SL-C 1113-C 1233

74112.4581

#6

18

0.13 12 / 0.29

0.29

2nd Layer

SL-C 1113-C 1233

74112.4581

#6

18

0.05 12 / 0.29

0.29

1st 2nd Layer

SL-C 11-C 1477.8513-SW 2-CZ 2

122.92

#6

18

0.05 17 / 0.29

0.29

1st 2nd Layer

SL-C 11-C 1477.8513-SW 2-CZ 2

122.92

#6

18

0.13 05 / 0.29

0.29

2nd 1st Layer

SL-C 11-SW 4-CZ 364.2912-C 13

161.13

#6

18

0.08 1 / 0.29

0.29

2nd 1st Layer

SL-C 11-SW 4-CZ 364.2912-C 13

161.13

#6

18

0.11 04 / 0.29

0.29

2nd 1st Layer

SL-C 11-SW 4-CZ 480.3612-C 14

123.26

#6

18

0.08 / 0.29

0.29

2nd 1st Layer

SL-C 11-SW 4-CZ 480.3612-C 14

123.26

#6

18

0.2 11 / 0.29

0.29

2nd Layer

SL-C 1012-C 3234

43130.128

#6

18

0.18 13 / 0.29

0.29

2nd Layer

SL-C 1012-C 3234

43130.128

#6

18

0.27 09 / 0.29

0.29

1st 2nd Layer

SL-C 1012-SW 32-CZ 21

110160.1444

#6

18

0.17 08 / 0.29

0.29

1st 2nd Layer

SL-C 1012-SW 32-CZ 21

110160.1444

#6

18

0.12 22 / 0.29

0.29

2nd Layer

SL-C 10-SW 3-CZ 390.1111-C 12

74.45

#6

18

0.08 13 / 0.29

0.29

2nd Layer

SL-C 10-SW 3-CZ 390.1111-C 12

74.45

#6

18

0.18 05 / 0.29

0.29

2nd 1st Layer

SL-C 911-C 1014

3377.5885

#6

18

0.11 05 / 0.29

0.29

2nd 1st Layer

SL-C 911-C 1014

3377.5885

#6

18

0.15 13 / 0.29

0.29

1st 2nd Layer

SL-C 9-C 14110.1111-SW 4-CZ 3

64.29

#6

18

0.14 08 / 0.29

0.29

1st 2nd Layer

SL-C 9-C 14110.1111-SW 4-CZ 3

64.29

#6

18

0.21 11 / 0.29

0.29

1st 2nd Layer

SL-C 911-SW 34-CZ 34

11080.1436

#6

18

0.15 08 / 0.29

0.29

1st 2nd Layer

SL-C 911-SW 34-CZ 34

11080.1436

#6

18

0.19 2 / 0.29

0.29

2nd Layer

SL-C 810-C 932

3343.71

#6

18

0.13 18 / 0.29

0.29

2nd Layer

SL-C 810-C 932

3343.71

#6

1718

0.3 27 / 0.3129

0.3129

1st Layer

SL-C 8-C 1374.4110-SW 3-CZ 2

110.14

#6

18

0.14 17 / 0.29

0.29

1st Layer

SL-C 8-C 1374.4110-SW 3-CZ 2

110.14

#6

18

0.23 12 / 0.29

0.29

1st 2nd Layer

SL-C 8-C 1411010-SW 3-CZ 3

90.11

#6

18

0.14 08 / 0.29

0.29

1st 2nd Layer

SL-C 8-C 1411010-SW 3-CZ 3

90.11

#6

18

0.19 18 / 0.29

0.29

2nd Layer

SL-C 89-C 10

3343.7358

#6

18

0.13 11 / 0.29

0.29

2nd Layer

SL-C 89-C 10

3343.7358

#6

18

0.27 15 / 0.29

0.29

1st Layer

SL-C 69-C 1114

92110.3511

#6

18

0.17 14 / 0.29

0.29

1st Layer

SL-C 69-C 1114

92110.3511

#6

18

0.29 21 / 0.29

0.29

1st Layer

SL-C 6-C 1273.889-SW 3-CZ 3

110.14

#6

18

0.17 15 / 0.29

0.29

1st Layer

SL-C 6-C 1273.889-SW 3-CZ 3

110.14

#6

18

0.17 19 / 0.29

0.29

2nd Layer

SL-C 68-C 349

3233.517

#6

18

0.13 / 0.29

0.29

2nd Layer

SL-C 68-C 349

3233.517

#6

1817

0.17 3 / 0.2931

0.2931

2nd 1st Layer

SL-C 48-C 613

3274.941

#6

18

0.16 14 / 0.29

0.29

2nd 1st Layer

SL-C 48-C 613

3274.941

#6

18

0.15 23 / 0.29

0.29

1st Layer

SL-C 48-C 1114

110.8211

#6

18

0.14 / 0.29

0.29

1st Layer

SL-C 48-C 1114

110.8211

#6

18

0.2 19 / 0.29

0.29

1st 2nd Layer

SL-C 4-SW 4-CZ 3110.058-C 33

43.73

#6

18

0.14 13 / 0.29

0.29

1st 2nd Layer

SL-C 4-SW 4-CZ 3110.058-C 33

43.73

#6

18

0.16 27 / 0.29

0.29

2nd 1st Layer

SL-C 26-C 411

2292.1435

#6

18

0.16 17 / 0.29

0.29

2nd 1st Layer

SL-C 26-C 411

2292.1435

#6

18

0.2 29 / 0.29

0.29

2nd 1st Layer

SL-C 26-C 3512

4273.2288

#6

18

0.18 17 / 0.29

0.29

2nd 1st Layer

SL-C 26-C 3512

4273.2288

#6

1718

0.3 17 / 0.3129

0.3129

1st 2nd Layer

SL-C 2-SW 4-CZ 2132.056-C 34

32.51

#6

18

0.2 13 / 0.29

0.29

1st 2nd Layer

SL-C 2-SW 4-CZ 2110.056-C 34

32.51

#6

18

0.11 17 / 0.29

0.29

2nd Layer

SL-C 2-SW C 4-CZ 3C 6

8932.439

#6

18

0.07 16 / 0.29

0.29

2nd Layer

SL-C 2-SW 4-CZ 3C 6

8932.439

COLUMN STRİP REINFORCEMENT

AECBOLT- SAFE WALL TAKE NO RESULT DIFFERENCE

Rebar

Spacing

Prvd Intensity %

Tonnage (lb)

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

#6

18

0.15 / 0.29

0.29

1st Layer

SL-C 4-C 11

110.82

#6

18

0.14 / 0.29

0.29

1st Layer

SL-C 4-C 11

110.82

#6

18

0.2 / 0.29

0.29

1st Layer

SL-C 4-SW 4-CZ 3

110.05

#6

18

0.14 / 0.29

0.29

1st Layer

SL-C 4-SW 4-CZ 3

110.05

#6

18

0.16 / 0.29

0.29

2nd Layer

SL-C 2-C 4

22.14

#6

18

0.16 / 0.29

0.29

2nd Layer

SL-C 2-C 4

22.14

#6

18

0.2 / 0.29

0.29

2nd Layer

SL-C 2-C 35

42.22

#6

18

0.18 / 0.29

0.29

2nd Layer

SL-C 2-C 35

42.22

#6

17

0.3 / 0.31

0.31

1st Layer

SL-C 2-SW 4-CZ 2

132.05

#6

18

0.2 / 0.29

0.29

1st Layer

SL-C 2-SW 4-CZ 2

110.05

#6

18

0.11 / 0.29

0.29

2nd Layer

SL-C 2-SW 4-CZ 3

89.43

#6

18

0.07 / 0.29

0.29

2nd Layer

SL-C 2-SW 4-CZ 3

89.43

16.66

Middle Strip Reinforcements in CAD view

Image Removed

Image Removed

COLUMN STRİP REINFORCEMENT

AECBOLT- SAFE WALL TAKE NO RESULT DIFFERENCE

Rebar

Spacing

Prvd Intensity %

Tonnage (lb)

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

1

6.45

0.00

Same

00.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

1

6.45

Same0

0.00

0.00

Expand
titleCAD view

...

Point

...

Prvd Intensity %

...

1

...

0.00

...

2

...

0.00

...

3

...

0.00

...

4

...

0.00

...

5

...

0.00

...

6

...

0.00

...

7

...

0.00

...

8

...

0.00

...

9

...

0.00

...

10

...

0.00

...

11

...

0.00

...

12

...

0.00

...

13

...

0.00

...

14

...

0.00

...

15

...

0.00

...

16

...

0.00

...

17

...

0.00

...

18

...

0.00

...

19

...

0.00

...

20

...

0.00

...

21

...

0.00

...

22

...

0.00

...

23

...

0.00

...

24

...

0.00

...

25

...

0.00

...

26

...

0.00

...

27

...

0.00

...

28

...

0.00

...

29

...

0.00

...

30

...

0.00

...

31

...

0.00

...

32

...

0.00

...

33

...

6.45

...

34

...

0.00

...

35

...

0.00

...

36

...

0.00

...

37

...

0.00

...

38

...

0.00

...

39

...

0.00

...

40

...

0.00

...

41

...

0.00

...

42

...

0.00

...

43

...

0.00

...

44

...

6.45

...

45

...

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

1

6.45

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

0

0.00

0.00

Same

1

6.45

16.66

Same

0

0.00

0.00

Expand
titleCAD view

Middle Strip Reinforcements in CAD view

Image Added

Image Added

...

Punching Shear , D/C Ratio

...

For C8 & C9 & C10 the reason why columns have different D/C % values is because Safe calculates the edge lengths “Punching Perimeter” incorrectly.

Expand
titleExplanation