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...

Safe &

...

Aecbolt - Safe Column Base Reaction Comparison

Aecbolt

...

Aecbolt - Safe All Nodes Base Reaction Comparison

...

Base Reaction Manuel Calculation

...

Summary of Reaction Comparison Table

→ Self Weight

→ Super DL

→ LL wR

→ LL woR

Step-2: Safe & Aecbolt Slab Design Analysis Result Comparison

  • Top Reinforcements , Column Strip Reinforcements

  • Top Reinforcements , Middle Strip Reinforcements

  • Punching Shear , D/C Ratio

Step-2 → Safe & Aecbolt Slab Design Analysis Result Comparison

Project

...

Top Reinforcements , Column Strip Reinforcements

...

COLUMN STRİP REINFORCEMENT

...

COLUMN STRİP REINFORCEMENT

...

Analysis Source: Aecbolt

...

Analysis Source: Safe (Wall Takes Out of Plane Moment Unchecked)

...

Rebar

...

Spacing

...

Count Of Rebars

...

Prvd. Intensity

...

Layer

...

Linked Columns/Wall

...

Tonnage (lb)

...

Rebar

...

Spacing

...

Count Of Rebars

...

Prvd. Intensity

...

Layer

...

Linked Columns/Wall

...

Tonnage (lb)

...

#6

...

18

...

11

...

0.293

...

2nd Layer

...

SW 4-CZ 4

...

91.47

...

#6

...

18

...

11

...

0.293

...

2nd Layer

...

SW 4-CZ 4

...

91.47

...

#6

...

18

...

4

...

0.293

...

1st Layer

...

SW 4-CZ 4

...

99.54

...

#6

...

18

...

4

...

0.293

...

1st Layer

...

SW 4-CZ 4

...

99.54

...

#6

...

18

...

9

...

0.293

...

2nd Layer

...

SW 4-CZ 3

...

117.27

...

#6

...

18

...

9

...

0.293

...

2nd Layer

...

SW 4-CZ 3

...

117.27

...

#6

...

18

...

6

...

0.293

...

1st Layer

...

SW 4-CZ 3

...

149.31

...

#6

...

18

...

6

...

0.293

...

1st Layer

...

SW 4-CZ 3

...

149.31

...

#6

...

13

...

14

...

0.406

...

2nd Layer

...

SW 4-CZ 2

...

184.51

...

#6

...

14

...

13

...

0.377

...

2nd Layer

...

SW 4-CZ 2

...

171.33

...

#6

...

7

...

14

...

0.754

...

1st Layer

...

SW 4-CZ 2

...

348.40

...

#6

...

13

...

8

...

0.406

...

1st Layer

...

SW 4-CZ 2

...

199.08

...

#6

...

18

...

11

...

0.293

...

2nd Layer

...

SW 4-CZ 1

...

96.52

...

#6

...

18

...

11

...

0.293

...

2nd Layer

...

SW 4-CZ 1

...

96.52

...

#6

...

17

...

5

...

0.311

...

1st Layer

...

SW 4-CZ 1

...

124.43

...

#6

...

17

...

5

...

0.311

...

1st Layer

...

SW 4-CZ 1

...

Slab Design Analysis Result Comparison

Project

...

...

Top Reinforcements , Column Strip Reinforcements

COLUMN STRİP REINFORCEMENT

COLUMN STRİP REINFORCEMENT

Analysis Source: Aecbolt

Analysis Source: Safe (Wall Takes Out of Plane Moment Unchecked)

Rebar

Spacing

Count Of Rebars

Prvd. Intensity

Layer

Linked Columns/Wall

Tonnage (lb)

Rebar

Spacing

Count Of Rebars

Prvd. Intensity

Layer

Linked Columns/Wall

Tonnage (lb)

#6

18

11

0.293

2nd Layer

SW

3

4-CZ 4

89

91.

00

47

#6

18

11

0.293

2nd Layer

SW

3

4-CZ 4

89

91.47

#6

18

4

0.293

1st Layer

SW

3

4-CZ 4

99.

63

54

#6

18

4

0.293

1st Layer

SW

3

4-CZ 4

99.

63

54

#6

18

9

0.293

2nd Layer

SW

3

4-CZ 3

116

117.

59

27

#6

18

9

0.293

2nd Layer

SW

3

4-CZ 3

116

117.

59

27

#6

18

6

0.293

1st Layer

SW

3

4-CZ 3

149.

46

31

#6

18

6

0.293

1st Layer

SW

3

4-CZ 3

149.

46

31

#6

11

13

16

14

0.

48

406

2nd Layer

SW

3

4-CZ 2

207

184.

27

51

#6

16

14

12

13

0.

33

377

2nd Layer

SW

3

4-CZ 2

155

171.

45

33

#6

11

7

9

14

0.

48

754

1st Layer

SW

3

4-CZ 2

224

348.

19

40

#6

15

13

7

8

0.

352

406

1st Layer

SW

3

4-CZ 2

174

199.

37

08

#6

18

11

0.293

2nd Layer

SW

3

4-CZ 1

89

96.

00

52

#6

18

11

0.293

2nd Layer

SW

3

4-CZ 1

89

96.52

#6

14

17

5

0.

377

311

1st Layer

SW

3

4-CZ 1

124.

54

43

#6

15

17

5

0.

352

311

1st Layer

SW

3

4-CZ 1

124.

54

43

#6

18

5

11

0.293

2nd Layer

SW

2

3-CZ

2

4

109

89.

40

00

#6

18

5

11

0.293

2nd Layer

SW

2

3-CZ

2

4

109.4

89

#6

18

9

4

0.293

1st Layer

SW

2

3-CZ

2

4

83

99.

76

63

#6

18

9

4

0.293

1st Layer

SW

2

3-CZ

2

4

83

99.

76

63

#6

18

5

9

0.293

2nd Layer

SW

2

3-CZ

1

3

109

116.

40

59

#6

18

5

9

0.293

2nd Layer

SW

2

3-CZ

1

3

109

116.

4

59

#6

18

9

6

0.293

1st Layer

SW

2

3-CZ

1

3

91

149.

99

46

#6

18

9

6

0.293

1st Layer

SW

2

3-CZ

1

3

91

149.

99

46

#6

18

11

5

16

0.

293

48

2nd Layer

SW

1

3-CZ 2

109

207.

39

27

#6

18

16

5

12

0.

293

33

2nd Layer

SW

1

3-CZ 2

109

155.

39

45

#6

18

11

9

0.

293

48

1st Layer

SW

1

3-CZ 2

91

224.

24

19

#6

18

15

9

7

0.

293

352

1st Layer

SW

1

3-CZ 2

91

174.

24

37

#6

18

5

11

0.293

2nd Layer

SW

1

3-CZ 1

109

89.

39

00

#6

18

5

11

0.293

2nd Layer

SW

1

3-CZ 1

109.39

89

#6

18

14

9

5

0.

293

377

1st Layer

SW

1

3-CZ 1

91

124.

35

54

#6

18

15

9

5

0.

293

352

1st Layer

SW

1

3-CZ 1

91

124.

35

54

#6

16

18

6

5

0.

3347.09

293

2nd Layer

C 35

SW 2-CZ 2

109.40

#6

18

6#6

5

0.293

2nd Layer

C 35

47.09

SW 2-CZ 2

109.4

#6

18

9

7

0.

587100.09

293

1st Layer

C 35

SW 2-CZ 2

83.76

#6

12

18

6

9

0.

4485.79

293

1st Layer

C 35

SW 2-CZ 2

83.76

#6

14

18

7

5

0.

37799.02

293

2nd Layer

C 34

SW 2-CZ 1

109.40

#6

16

18

6

5

0.

3384.88

293

2nd Layer

C 34

SW 2-CZ 1

109.4

#6

18

680.09

9

0.293

1st Layer

C 34

SW 2-CZ 1

91.99

#6

18

680.09

9

0.293

1st Layer

C 34

SW 2-CZ 1

91.99

#6

17

18

6

5

0.

31147.89

293

2nd Layer

C 33

SW 1-CZ 2

109.39

#6

18

647.89

5

0.293

2nd Layer

C 33

SW 1-CZ 2

109.39

#6

13

18

5

9

0.

40667.27

293

1st Layer

C 33

SW 1-CZ 2

91.24

#6

13

18

5

9

0.

40667.27

293

1st Layer

C 33

SW 1-CZ 2

91.24

#6

12

18

8

5

0.

44110.93

293

2nd Layer

C 32

SW 1-CZ 1

109.39

#6

15

18

7

5

0.

35297.07

293

2nd Layer

C 32

SW 1-CZ 1

109.39

#6

17

18

7

9

0.

31165.90

293

1st Layer

C 32

SW 1-CZ 1

91.35

#6

18

656.49

9

0.293

1st Layer

C 32

SW 1-CZ 1

91.35

#6

18

16

6

0.

293

33

2nd Layer

C

14

35

124

47.

77

09

#6

18

6

0.293

2nd Layer

C

14

35

124

47.

77

09

#6

18

9

8

7

0.

293

587

1st Layer

C

14

35

115

100.

15

09

#6

18

12

8

6

0.

293

44

1st Layer

C

14

35

115

85.

15

79

#6

12

14

11

7

0.

44

377

2nd Layer

C

13

34

232

99.

76

02

#6

13

16

10

6

0.

406

33

2nd Layer

C

13

34

211

84.

6

88

#6

16

18

10

6

0.

33

293

1st Layer

C

13

34

208

80.

60

09

#6

12

18

13

6

0.

44

293

1st Layer

C

13

34

271

80.

18

09

#6

15

17

10

6

0.

352

311

2nd Layer

C

12

33

236

47.

55

89

#6

13

18

11

6

0.

406

293

2nd Layer

C

12

33

260

47.

21

89

#6

12

13

12

5

0.

44

406

1st Layer

C

12

33

242

67.

33

27

#6

13

11

5

0.406

1st Layer

C

12

33

222

67.

13

27

#6

18

12

6

8

0.

293

44

2nd Layer

C

11

32

121

110.

15

93

#6

18

15

6

7

0.

293

352

2nd Layer

C

11

32

121

97.

15

07

#6

18

17

8

7

0.

293

311

1st Layer

C

11

32

114

65.

79

90

#6

18

8

6

0.293

1st Layer

C

11

32

114

56.

79

49

#6

13

18

13

6

0.

406

293

2nd Layer

C

10

14

187

124.

87

77

#6

17

18

10

6

0.

311

293

2nd Layer

C

10

14

144

124.

51

77

#6

16

18

5

8

0.

33

293

1st Layer

C

10

14

46

115.

06

15

#6

13

18

6

8

0.

406

293

1st Layer

C

10

14

55

115.

27

15

#6

13

12

13

11

0.

406

44

2nd Layer

C

9

13

207

232.

59

76

#6

18

13

10

0.

293

406

2nd Layer

C

9

13

159

211.

69

6

#6

16

5

10

0.33

1st Layer

C

9

13

45

208.

86

60

#6

15

12

5

13

0.

352

44

1st Layer

C

9

13

45

271.

86

18

#6

13

15

13

10

0.

406

352

2nd Layer

C

8

12

204

236.

21

55

#6

18

13

10

11

0.

293

406

2nd Layer

C

8

12

157

260.

08

21

#6

15

12

5

12

0.

352

44

1st Layer

C

8

12

46

242.

47

33

#6

17

13

5

11

0.

311

406

1st Layer

C

8

12

46

222.

47

13

#6

13

18

13

6

0.

406

293

2nd Layer

C

6

11

110

121.

72

15

#6

18

10

6

0.293

2nd Layer

C

6

11

85

121.

17

15

#6

13

18

5

8

0.

406

293

1st Layer

C

6

11

117

114.

77

79

#6

10

18

7

8

0.

528

293

1st Layer

C

6

11

164

114.

88

79

#6

13

13

0.406

2nd Layer

C

4

10

112

187.

06

87

#6

18

17

10

0.

293

311

2nd Layer

C

4

10

86

144.

2

51

#6

16

5

0.33

1st Layer

C

4

10

117

46.

77

06

#6

15

13

5

6

0.

352

406

1st Layer

C

4

10

117

55.

77

27

#6

12

13

14

13

0.

44

406

2nd Layer

C

2

9

116

207.

71

59

#6

18

10

0.293

2nd Layer

C

2

9

83

159.

37

69

#6

6

16

10

5

0.

88

33

1st Layer

C

2

9

241

45.

06

86

#6

11

15

6

5

0.

48

352

1st Layer

C

2

9

144

45.

63

Same

0

0

0.000

0.000

86

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

#6

13

13

0.406

2nd Layer

C 8

204.21

#6

18

10

0.293

2nd Layer

C 8

157.08

#6

15

5

0.352

1st Layer

C 8

46.47

#6

17

5

0.311

1st Layer

C 8

46.47

#6

13

13

0.406

2nd Layer

C 6

110.72

#6

18

10

0.293

2nd Layer

C 6

85.17

#6

13

5

0.406

1st Layer

C 6

117.77

#6

10

7

0.528

1st Layer

C 6

164.88

#6

13

13

0.406

2nd Layer

C 4

112.06

#6

18

10

0.293

2nd Layer

C 4

86.2

#6

16

5

0.33

1st Layer

C 4

117.77

#6

15

5

0.352

1st Layer

C 4

117.77

#6

12

14

0.44

2nd Layer

C 2

116.71

#6

18

10

0.293

2nd Layer

C 2

83.37

#6

6

10

0.88

1st Layer

C 2

241.06

#6

11

6

0.48

1st Layer

C 2

144.63

...

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

...

2001114279114333333302115341100027727833600000000023399230803123030199965327833230741532783323079211648532783323076323004940002532783323077667expandtitle

Column Strip Reinforcements in CAD view

Image Removed

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

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

1

57.788143

07.000143

Same0

6

6

0.000

0.000

Same

3

1

20.000

12.49446.154

42.859

Same

0

0

50.788000

0.

000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

70.727000

90.091000

Same

0

0

0.

000

0.000

Same

0

0

0.

000

0.

000

Same

151

4

31.

250

25.

001

Same0

4

2

26.

667

22.

222

Same

0

0

0.000

0.000

Same

413

0

6.

631

0.

000

Same

0

0

0.

000

0.

000

Same

0

0

0.

000

0.

000

Same

0

0

60.667000

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

12

06

11.

212

0.000

Same

63

41

3325.409043

2814.567287

Same

52

41

4512.455467

4014.002280

Same

0

CAD view

...

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

Image Added

Image Added

...

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

44.23

#6

18

0.12 / 0.29

0.29

2nd Layer

SL-C 35-SW 4-CZ 2

74.87

#6

18

0.06 / 0.29

0.29

2nd Layer

SL-C 35-SW 4-CZ 2

74.87

#6

18

0.09 / 0.29

0.29

1st Layer

SL-C 34-SW 2-CZ 1

41.79

#6

18

0.07 / 0.29

0.29

1st Layer

SL-C 34-SW 2-CZ 1

41.79

#6

18

0.1 / 0.29

0.29

1st Layer

SL-C 33-SW 2-CZ 2

41.76

#6

18

0.06 / 0.29

0.29

1st Layer

SL-C 33-SW 2-CZ 2

41.76

#6

18

0.14 / 0.29

0.29

1st Layer

SL-C 32-SW 1-CZ 2

43.08

#6

18

0.06 / 0.29

0.29

1st Layer

SL-C 32-SW 1-CZ 2

43.08

#6

18

0.11 / 0.29

0.29

2nd Layer

SL-C 32-SW 3-CZ 2

74.44

#6

18

0.08 / 0.29

0.29

2nd Layer

SL-C 32-SW 3-CZ 2

74.44

#6

18

0.13 / 0.29

0.29

2nd Layer

SL-C 14-SW 3-CZ 3

69.73

#6

18

0.08 / 0.29

0.29

2nd Layer

SL-C 14-SW 3-CZ 3

69.73

#6

18

0.12 / 0.29

0.29

2nd Layer

SL-C 14-SW 3-CZ 4

87.17

#6

18

0.08 / 0.29

0.29

2nd Layer

SL-C 14-SW 3-CZ 4

87.17

#6

18

0.1 / 0.29

0.29

2nd Layer

SL-C 14-SW 4-CZ 4

104.6

#6

18

0.08 / 0.29

0.29

2nd Layer

SL-C 14-SW 4-CZ 4

104.6

#6

18

0.2 / 0.29

0.29

2nd Layer

SL-C 13-C 14

74.45

#6

18

0.14 / 0.29

0.29

2nd Layer

SL-C 13-C 14

74.45

#6

18

0.15 / 0.29

0.29

2nd Layer

SL-C 13-C 33

112.81

#6

18

0.12 / 0.29

0.29

2nd Layer

SL-C 13-C 33

112.81

#6

18

0.12 / 0.29

0.29

2nd Layer

SL-C 13-SW 2-CZ 2

122.92

#6

18

0.17 / 0.29

0.29

2nd Layer

SL-C 13-SW 2-CZ 2

122.92

#6

18

0.05 / 0.29

0.29

1st Layer

SL-C 12-C 13

161.13

#6

18

0.1 / 0.29

0.29

1st Layer

SL-C 12-C 13

161.13

#6

18

0.04 / 0.29

0.29

1st Layer

SL-C 12-C 14

123.26

#6

18

0.08 / 0.29

0.29

1st Layer

SL-C 12-C 14

123.26

#6

18

0.11 / 0.29

0.29

2nd Layer

SL-C 12-C 34

130.28

#6

18

0.13 / 0.29

0.29

2nd Layer

SL-C 12-C 34

130.28

#6

18

0.09 / 0.29

0.29

2nd Layer

SL-C 12-SW 2-CZ 1

160.44

#6

18

0.08 / 0.29

0.29

2nd Layer

SL-C 12-SW 2-CZ 1

160.44

#6

18

0.22 / 0.29

0.29

2nd Layer

SL-C 11-C 12

74.45

#6

18

0.13 / 0.29

0.29

2nd Layer

SL-C 11-C 12

74.45

#6

18

0.05 / 0.29

0.29

1st Layer

SL-C 11-C 14

77.85

#6

18

0.05 / 0.29

0.29

1st Layer

SL-C 11-C 14

77.85

#6

18

0.13 / 0.29

0.29

2nd Layer

SL-C 11-SW 4-CZ 3

64.29

#6

18

0.08 / 0.29

0.29

2nd Layer

SL-C 11-SW 4-CZ 3

64.29

#6

18

0.11 / 0.29

0.29

2nd Layer

SL-C 11-SW 4-CZ 4

80.36

#6

18

0.08 / 0.29

0.29

2nd Layer

SL-C 11-SW 4-CZ 4

80.36

#6

18

0.2 / 0.29

0.29

2nd Layer

SL-C 10-C 32

43.1

#6

18

0.18 / 0.29

0.29

2nd Layer

SL-C 10-C 32

43.1

#6

18

0.27 / 0.29

0.29

1st Layer

SL-C 10-SW 3-CZ 2

110.14

#6

18

0.17 / 0.29

0.29

1st Layer

SL-C 10-SW 3-CZ 2

110.14

#6

18

0.12 / 0.29

0.29

2nd Layer

SL-C 10-SW 3-CZ 3

90.11

#6

18

0.08 / 0.29

0.29

2nd Layer

SL-C 10-SW 3-CZ 3

90.11

#6

18

0.18 / 0.29

0.29

2nd Layer

SL-C 9-C 10

33.58

#6

18

0.11 / 0.29

0.29

2nd Layer

SL-C 9-C 10

33.58

#6

18

0.15 / 0.29

0.29

1st Layer

SL-C 9-C 14

110.11

#6

18

0.14 / 0.29

0.29

1st Layer

SL-C 9-C 14

110.11

#6

18

0.21 / 0.29

0.29

1st Layer

SL-C 9-SW 3-CZ 3

110.14

#6

18

0.15 / 0.29

0.29

1st Layer

SL-C 9-SW 3-CZ 3

110.14

#6

18

0.19 / 0.29

0.29

2nd Layer

SL-C 8-C 9

33.7

#6

18

0.13 / 0.29

0.29

2nd Layer

SL-C 8-C 9

33.7

#6

17

0.3 / 0.31

0.31

1st Layer

SL-C 8-C 13

74.41

#6

18

0.14 / 0.29

0.29

1st Layer

SL-C 8-C 13

74.41

#6

18

0.23 / 0.29

0.29

1st Layer

SL-C 8-C 14

110.11

#6

18

0.14 / 0.29

0.29

1st Layer

SL-C 8-C 14

110.11

#6

18

0.19 / 0.29

0.29

2nd Layer

SL-C 8-C 33

43.73

#6

18

0.13 / 0.29

0.29

2nd Layer

SL-C 8-C 33

43.73

#6

18

0.27 / 0.29

0.29

1st Layer

SL-C 6-C 11

92.35

#6

18

0.17 / 0.29

0.29

1st Layer

SL-C 6-C 11

92.35

#6

18

0.29 / 0.29

0.29

1st Layer

SL-C 6-C 12

73.88

#6

18

0.17 / 0.29

0.29

1st Layer

SL-C 6-C 12

73.88

#6

18

0.17 / 0.29

0.29

2nd Layer

SL-C 6-C 34

32.51

#6

18

0.13 / 0.29

0.29

2nd Layer

SL-C 6-C 34

32.51

#6

18

0.17 / 0.29

0.29

2nd Layer

SL-C 4-C 6

32.9

#6

18

0.16 / 0.29

0.29

2nd Layer

SL-C 4-C 6

32.9

#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

...

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

...

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

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 viewImage Removed

Image Added

...

Image Added

...

Punching Shear , D/C Ratio

Name

D/C Aecbolt

D/C Safe

Dif %

C 2

0.6

0.607

1.12

C 4

0.51

0.516

1.12

C 6

0.52

0.523

0.56

C 8

0.42

0.253

39.71

C 9

0.45

0.265

41.11

C 10

0.4

0.232

42.13

C 11

0.17

0.182

6.94

C 12

0.35

0.376

7.34

C 13

0.37

0.399

7.81

C 14

0.19

0.200

5.21

C 32

0.7

0.706

0.90

C 33

0.48

0.514

7.02

C 34

0.54

0.580

7.44

C 35

0.68

0.682

0.25

We don't have a way to export this macro.

Note: Explanation of the reason for the different % values

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

Expand
titleExplanation

Image Added

Image Added