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Step-1: Safe & Aecbolt Base Reaction Comparsion

  • Aecbolt - Safe Column Base Reaction Comparison

  • Aecbolt - Safe ShearWall Base Reaction Comparison

  • 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

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

0.293

2nd Layer

SW 3-CZ 3

116.59

#6

18

6

0.293

1st Layer

SW 3-CZ 3

149.46

#6

18

6

0.293

1st Layer

SW 3-CZ 3

149.46

#6

11

16

0.48

2nd Layer

SW 3-CZ 2

207.27

#6

16

12

0.33

2nd Layer

SW 3-CZ 2

155.45

#6

11

9

0.48

1st Layer

SW 3-CZ 2

224.19

#6

15

7

0.352

1st Layer

SW 3-CZ 2

174.37

#6

18

11

0.293

2nd Layer

SW 3-CZ 1

89.00

#6

18

11

0.293

2nd Layer

SW 3-CZ 1

89

#6

14

5

0.377

1st Layer

SW 3-CZ 1

124.54

#6

15

5

0.352

1st Layer

SW 3-CZ 1

124.54

#6

18

5

0.293

2nd Layer

SW 2-CZ 2

109.40

#6

18

5

0.293

2nd Layer

SW 2-CZ 2

109.4

#6

18

9

0.293

1st Layer

SW 2-CZ 2

83.76

#6

18

9

0.293

1st Layer

SW 2-CZ 2

83.76

#6

18

5

0.293

2nd Layer

SW 2-CZ 1

109.40

#6

18

5

0.293

2nd Layer

SW 2-CZ 1

109.4

#6

18

9

0.293

1st Layer

SW 2-CZ 1

91.99

#6

18

9

0.293

1st Layer

SW 2-CZ 1

91.99

#6

18

5

0.293

2nd Layer

SW 1-CZ 2

109.39

#6

18

5

0.293

2nd Layer

SW 1-CZ 2

109.39

#6

18

9

0.293

1st Layer

SW 1-CZ 2

91.24

#6

18

9

0.293

1st Layer

SW 1-CZ 2

91.24

#6

18

5

0.293

2nd Layer

SW 1-CZ 1

109.39

#6

18

5

0.293

2nd Layer

SW 1-CZ 1

109.39

#6

18

9

0.293

1st Layer

SW 1-CZ 1

91.35

#6

18

9

0.293

1st Layer

SW 1-CZ 1

91.35

#6

16

6

0.33

2nd Layer

C 35

47.09

#6

18

6

0.293

2nd Layer

C 35

47.09

#6

9

7

0.587

1st Layer

C 35

100.09

#6

12

6

0.44

1st Layer

C 35

85.79

#6

14

7

0.377

2nd Layer

C 34

99.02

#6

16

6

0.33

2nd Layer

C 34

84.88

#6

18

6

0.293

1st Layer

C 34

80.09

#6

18

6

0.293

1st Layer

C 34

80.09

#6

17

6

0.311

2nd Layer

C 33

47.89

#6

18

6

0.293

2nd Layer

C 33

47.89

#6

13

5

0.406

1st Layer

C 33

67.27

#6

13

5

0.406

1st Layer

C 33

67.27

#6

12

8

0.44

2nd Layer

C 32

110.93

#6

15

7

0.352

2nd Layer

C 32

97.07

#6

17

7

0.311

1st Layer

C 32

65.90

#6

18

6

0.293

1st Layer

C 32

56.49

#6

18

6

0.293

2nd Layer

C 14

124.77

#6

18

6

0.293

2nd Layer

C 14

124.77

#6

18

8

0.293

1st Layer

C 14

115.15

#6

18

8

0.293

1st Layer

C 14

115.15

#6

12

11

0.44

2nd Layer

C 13

232.76

#6

13

10

0.406

2nd Layer

C 13

211.6

#6

16

10

0.33

1st Layer

C 13

208.60

#6

12

13

0.44

1st Layer

C 13

271.18

#6

15

10

0.352

2nd Layer

C 12

236.55

#6

13

11

0.406

2nd Layer

C 12

260.21

#6

12

12

0.44

1st Layer

C 12

242.33

#6

13

11

0.406

1st Layer

C 12

222.13

#6

18

6

0.293

2nd Layer

C 11

121.15

#6

18

6

0.293

2nd Layer

C 11

121.15

#6

18

8

0.293

1st Layer

C 11

114.79

#6

18

8

0.293

1st Layer

C 11

114.79

#6

13

13

0.406

2nd Layer

C 10

187.87

#6

17

10

0.311

2nd Layer

C 10

144.51

#6

16

5

0.33

1st Layer

C 10

46.06

#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

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

Chart
borderColor
columnsPoint, Prvd. Intensity %
rangeAxisTickUnit5
rangeAxisLowerBound0
dataOrientationvertical
titleTable
typexyLine
yLabelDifference %
colorsBlue
bgColor
width1500
xLabelPoint
rangeAxisUpperBound50
height400

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

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

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 view

Chart
borderColor
columnsPoint, Prvd Intensity %
rangeAxisTickUnit1
rangeAxisLowerBound0
dataOrientationvertical
typeline
yLabelDifference %
colors
bgColor
width1500
xLabelPoint
rangeAxisUpperBound17
height400

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

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.
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 the edge lengths incorrectly.

Expand
titleExplanation