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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

...

Slab Design Analysis Result Comparison

Project

...

...

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

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

124.43

#6

18

11

0.293

2nd Layer

SW 3-CZ 4

89.00

#6

18

11

0.293

2nd Layer

SW 3-CZ 4

89

#6

18

4

0.293

1st Layer

SW 3-CZ 4

99.63

#6

18

4

0.293

1st Layer

SW 3-CZ 4

99.63

#6

18

9

0.293

2nd Layer

SW 3-CZ 3

116.59

#6

18

9

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

3

4

116

91.

59

47

#6

18

6

11

0.293

1st

2nd Layer

SW

3

4-CZ

3

4

149

91.

46

47

#6

18

6

4

0.293

1st Layer

SW

3

4-CZ

3

4

149

99.

46

54

#6

11

18

16

4

0.

48

293

2nd

1st Layer

SW

3

4-CZ

2

4

207

99.

27

54

#6

16

18

12

9

0.

33

293

2nd Layer

SW

3

4-CZ

2

3

155

117.

45

27

#6

11

18

9

0.

48

293

1st

2nd Layer

SW

3

4-CZ

2

3

224

117.

19

27

#6

15

18

7

6

0.

352

293

1st Layer

SW

3

4-CZ

2

3

174

149.

37

31

#6

18

11

6

0.293

2nd

1st Layer

SW

3

4-CZ

1

3

89

149.

00

31

#6

18

13

11

14

0.

293

406

2nd Layer

SW

3

4-CZ

1

2

89

184.51

#6

14

5

13

0.377

1st

2nd Layer

SW

3

4-CZ

1

2

124

171.

54

33

#6

15

7

5

14

0.

352

754

1st Layer

SW

3

4-CZ

1

2

124

348.

54

40

#6

18

13

5

8

0.

293

406

2nd

1st Layer

SW

2

4-CZ 2

109

199.

40

08

#6

18

5

11

0.293

2nd Layer

SW

2

4-CZ

2

1

109

96.

4

52

#6

18

9

11

0.293

1st

2nd Layer

SW

2

4-CZ

2

1

83

96.

76

52

#6

18

17

9

5

0.

293

311

1st Layer

SW

2

4-CZ

2

1

83

124.

76

43

#6

18

17

5

0.

293

311

2nd

1st Layer

SW

2

4-CZ 1

109

124.

40

43

#6

18

5

11

0.293

2nd Layer

SW

2

3-CZ

1

4

109

89.

4

00

#6

18

9

11

0.293

1st

2nd Layer

SW

2

3-CZ

1

4

91.99

89

#6

18

9

4

0.293

1st Layer

SW

2

3-CZ

1

4

91

99.

99

63

#6

18

5

4

0.293

2nd

1st Layer

SW

1

3-CZ

2

4

109

99.

39

63

#6

18

5

9

0.293

2nd Layer

SW

1

3-CZ

2

3

109

116.

39

59

#6

18

9

0.293

1st

2nd Layer

SW

1

3-CZ

2

3

91

116.

24

59

#6

18

9

6

0.293

1st Layer

SW

1

3-CZ

2

3

91

149.

24

46

#6

18

5

6

0.293

2nd

1st Layer

SW

1

3-CZ

1

3

109

149.

39

46

#6

18

11

5

16

0.

293

48

2nd Layer

SW

1

3-CZ

1

2

109

207.

39

27

#6

18

16

9

12

0.

293

33

1st

2nd Layer

SW

1

3-CZ

1

2

91

155.

35

45

#6

18

11

9

0.

293

48

1st Layer

SW

1

3-CZ

1

2

91

224.

35

19

#6

16

15

6

7

0.

33

352

2nd 47.09

1st Layer

C 35

SW 3-CZ 2

174.37

#6

18

647.09

11

0.293

2nd Layer

C 35

SW 3-CZ 1

89.00

#6

9

18

7

11

0.

587

293

1st 100.09

2nd Layer

C 35

SW 3-CZ 1

89

#6

12

14

6

5

0.

4485.79

377

1st Layer

C 35

SW 3-CZ 1

124.54

#6

14

15

7

5

0.

377

352

2nd 99.02

1st Layer

C 34

SW 3-CZ 1

124.54

#6

16

18

6

5

0.

3384.88

293

2nd Layer

C 34

SW 2-CZ 2

109.40

#6

18

6

5

0.293

1st 80.09

2nd Layer

C 34

SW 2-CZ 2

109.4

#6

18

680.09

9

0.293

1st Layer

C 34

SW 2-CZ 2

83.76

#6

17

18

6

9

0.

311

293

2nd 47.89

1st Layer

C 33

SW 2-CZ 2

83.76

#6

18

647.89

5

0.293

2nd Layer

C 33

SW 2-CZ 1

109.40

#6

13

18

5

0.

406

293

1st 67.27

2nd Layer

C 33

SW 2-CZ 1

109.4

#6

13

18

5

9

0.

40667.27

293

1st Layer

C 33

SW 2-CZ 1

91.99

#6

12

18

8

9

0.

44

293

2nd 110.93

1st Layer

C 32

SW 2-CZ 1

91.99

#6

15

18

7

5

0.

35297.07

293

2nd Layer

C 32

SW 1-CZ 2

109.39

#6

17

18

7

5

0.

311

293

1st 65.90

2nd Layer

C 32

SW 1-CZ 2

109.39

#6

18

656.49

9

0.293

1st Layer

C 32

SW 1-CZ 2

91.24

#6

18

6

9

0.293

2nd 124.77

1st Layer

C 14

SW 1-CZ 2

91.24

#6

18

6124.77

5

0.293

2nd Layer

C 14

SW 1-CZ 1

109.39

#6

18

8

5

0.293

1st 115.15

2nd Layer

C 14

SW 1-CZ 1

109.39

#6

18

8115.15

9

0.293

1st Layer

C 14

SW 1-CZ 1

91.35

#6

12

18

11

9

0.

44

293

2nd 232.76

1st Layer

C 13

SW 1-CZ 1

91.35

#6

13

16

10

6

0.

406

33

2nd Layer

C

13

35

211

47.

6

09

#6

16

18

10

6

0.

33

293

1st

2nd Layer

C

13

35

208

47.

60

09

#6

12

9

13

7

0.

44

587

1st Layer

C

13

35

271

100.

18

09

#6

15

12

10

6

0.

352

44

2nd

1st Layer

C

12

35

236

85.

55

79

#6

13

14

11

7

0.

406

377

2nd Layer

C

12

34

260

99.

21

02

#6

12

16

12

6

0.

44

33

1st

2nd Layer

C

12

34

242

84.

33

88

#6

13

18

11

6

0.

406

293

1st Layer

C

12

34

222

80.

13

09

#6

18

6

0.293

2nd

1st Layer

C

11

34

121

80.

15

09

#6

18

17

6

0.

293

311

2nd Layer

C

11

33

121

47.

15

89

#6

18

8

6

0.293

1st

2nd Layer

C

11

33

114

47.

79

89

#6

18

13

8

5

0.

293

406

1st Layer

C

11

33

114

67.

79

27

#6

13

13

5

0.406

2nd

1st Layer

C

10

33

187

67.

87

27

#6

17

12

10

8

0.

311

44

2nd Layer

C

10

32

144

110.

51

93

#6

16

15

5

7

0.

33

352

1st

2nd Layer

C

10

32

46

97.

06

07

#6

13

17

6

7

0.

406

311

1st Layer

C

10

32

55

65.

27

90

#6

13

18

13

6

0.

406

293

2nd

1st Layer

C

9

32

207

56.

59

49

#6

18

10

6

0.293

2nd Layer

C

9

14

159

124.

69

77

#6

16

18

5

6

0.

33

293

1st

2nd Layer

C

9

14

45

124.

86

77

#6

15

18

5

8

0.

352

293

1st Layer

C

9

14

45

115.

86

15

#6

13

18

13

8

0.

406

293

2nd

1st Layer

C

8

14

204

115.

21

15

#6

18

12

10

11

0.

293

44

2nd Layer

C

8

13

157

232.

08

76

#6

15

13

5

10

0.

352

406

1st

2nd Layer

C

8

13

46

211.

47

6

#6

17

16

5

10

0.

311

33

1st Layer

C

8

13

46

208.

47

60

#6

13

12

13

0.

406

44

2nd

1st Layer

C

6

13

110

271.

72

18

#6

18

15

10

0.

293

352

2nd Layer

C

6

12

85

236.

17

55

#6

13

5

11

0.406

1st

2nd Layer

C

6

12

117

260.

77

21

#6

10

12

7

12

0.

528

44

1st Layer

C

6

12

164

242.

88

33

#6

13

13

11

0.406

2nd

1st Layer

C

4

12

112

222.

06

13

#6

18

10

6

0.293

2nd Layer

C

4

11

86

121.

2

15

#6

16

18

5

6

0.

33

293

1st

2nd Layer

C

4

11

117

121.

77

15

#6

15

18

5

8

0.

352

293

1st Layer

C

4

11

117

114.

77

79

#6

12

18

14

8

0.

44

293

2nd

1st Layer

C

2

11

116

114.

71

79

#6

18

13

10

13

0.

293

406

2nd Layer

C

2

10

83

187.

37

87

#6

6

17

10

0.

88

311

1st

2nd Layer

C

2

10

241

144.

06

51

#6

11

16

6

5

0.

48

33

1st Layer

C

2

10

144

46.

6314.280

06

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

#6

13

6

0.406

1st Layer

C 10

55.27

#6

13

13

0.406

2nd Layer

C 9

207.59

#6

18

10

0.293

2nd Layer

C 9

159.69

#6

16

5

0.33

1st Layer

C 9

45.86

#6

15

5

0.352

1st Layer

C 9

45.86

#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

...

45.455

12000012494578811306.6675327833230792116485327833230763230049400025327833230771567

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

50.788000

0.000

Same

0

0

0.000

0.000

Same

31

1

7.

143

7.

143

Same

161

6

46.

154

1442.279859

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

70.727

9.091

Same

4

3

33.333

000

0.000

Same

2

1

15.341

10.002

Same

1

1

7.727

8.3360

0

0.000

0.000

Same

0

0

0.000

0.000

Same

0

0

0.000

0.000

Same

5

4

3

23.399

23.080

Same

3

1

23.030

19.996

Same

5

3

27.833

23.074

Same

1

0

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

60.667000

0.000

Same

624

0

3311.40921228

0.

000

Same

53

41

4525.455043

40.002

...

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

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

...

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

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