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Safe & Aecbolt Base Reaction Comparison

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Aecbolt - Safe Column Base Reaction Comparison

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Project

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Aecbolt - Safe

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Column Base Reaction Comparison

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Base Reaction Manuel Calculation

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Summary of Reaction Comparison Table

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Self Weight

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Super DL

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LL wR

...

LL woR

Step-2

  • Safe Slab Design Analysis Result - Aecbolt Slab Design Analysis Result Comparison

→ Top Reinforcements , Column Strip Reinforcements

→ Top Reinforcements , Middle Strip Reinforcements

→ Punching Shear , D/C Ratio

Step-1 → Safe & Aecbolt Base Reaction Comparison

Project

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Aecbolt - Safe Column Base Reaction Comparison

 

Self Weight

Super DL

LL wR

LL woR

Name

Aecbolt Local (kips)

Safe (kips)

Name

Aecbolt Local (kips)

Safe (kips)

Dif %

Aecbolt Local (kips)

Safe (kips)

Dif %

Aecbolt Local (kips)

Safe (kips)

Dif %

Aecbolt Local (kips)

Safe (kips)

Dif %

C2 

38.840

38.517

0.83

33.449

33.207

0.72

9.376

9.316

0.64

-0.143

-0.304

-112.59

C4

39.189

39.567

0.96

32.707

32.754

0.14

9.347

9.436

0.95

-0.375

-0.412

-9.87

C6

38.750

37.171

4.07

33.227

31.41

5.47

9.548

8.94

6.37

-1.034

-0.66

-36.17

C8

41.574

40.321

3.01

34.658

33.45

3.49

10.383

9.934

4.32

-1.039

-0.881

-15.21

C9

40.176

40.393

0.54

33.820

33.208

1.81

9.715

9.736

0.22

-0.402

-0.413

-2.74

C10

40.773

40.588

0.45

34.485

33.851

1.84

9.762

9.763

0.01

-0.047

-0.28

-495.74

C11

45.359

44.960

0.88

4.829

4.858

0.60

8.618

8.675

0.66

3.59

3.164

11.87

C12

61.758

67.288

8.95

5.616

6.235

11.02

12.221

13.5

10.47

5.133

5.626

9.60

C13

63.978

69.673

8.90

6.158

7.129

15.77

12.64

13.97

10.52

5.626

6.103

8.48

C14

48.275

48.674

0.83

4.174

4.851

16.22

8.928

9.111

2.05

4.665

4.557

2.32

C32

25.792

27.208

5.49

24.848

25.801

3.84

6.095

6.523

7.02

0.013

-0.02

253.85

C33

21.762

22.656

4.11

16.274

16.032

1.49

4.358

4.523

3.79

-0.182

-0.082

-54.95

C34

26.706

28.585

7.04

24.190

24.114

0.31

5.885

6.407

8.87

-0.184

-0.043

-76.63

C35

22.779

23.590

3.56

17.537

17.733

1.12

4.808

5.017

4.35

0.008

-0.029

462.50

Total (kips)

555.71

569.19

2.43

305.97

304.63

0.44

121.68

124.85

2.60

15.63

16.33

4.46

Chart
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Name

Aecbolt Local (kips)

Safe (kips)

C2 

38.840

38.517

C4

39.189

39.567

C6

38.750

37.171

C8

41.574

40.321

C9

40.176

40.393

C10

40.773

40.588

C11

45.359

44.960

C12

61.758

67.288

C13

63.978

69.673

C14

48.275

48.674

C32

25.792

27.208

C33

21.762

22.656

C34

26.706

28.585

C35

22.779

23.590

Chart
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Name

Aecbolt Local (kips)

Safe (kips)

C2 

33.449

33.207

C4

32.707

32.754

C6

33.227

31.41

C8

34.658

33.45

C9

33.820

33.208

C10

34.485

33.851

C11

4.829

4.858

C12

5.616

6.235

C13

6.158

7.129

C14

4.174

4.851

C32

24.848

25.801

C33

16.274

16.032

C34

24.190

24.114

C35

17.537

17.733

Chart
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Name

Aecbolt Local (kips)

Safe (kips)

C2 

9.376

9.316

C4

9.347

9.436

C6

9.548

8.94

C8

10.383

9.934

C9

9.715

9.736

C10

9.762

9.763

C11

8.618

8.675

C12

12.221

13.5

C13

12.64

13.97

C14

8.928

9.111

C32

6.095

6.523

C33

4.358

4.523

C34

5.885

6.407

C35

4.808

5.017

Chart
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Name

Aecbolt Local (kips)

Safe (kips)

C2 

-0.143

-0.304

C4

-0.375

-0.412

C6

-1.034

-0.66

C8

-1.039

-0.881

C9

-0.402

-0.413

C10

-0.047

-0.28

C11

3.59

3.164

C12

5.133

5.626

C13

5.626

6.103

C14

4.665

4.557

C32

0.013

-0.02

C33

-0.182

-0.082

C34

-0.184

-0.043

C35

0.008

-0.029

...

Aecbolt - Safe ShearWall Base Reaction Comparison

 

Self Weight

Super DL

LL wR

LL woR

Name

Aecbolt Local (kips)

Safe (kips)

Dif %

Aecbolt Local (kips)

Safe (kips)

Dif %

Aecbolt Local (kips)

Safe (kips)

Dif %

Aecbolt Local (kips)

Safe (kips)

Dif %

All Shearwall Nodes

678.37

637.57

6.01

55.52

55.57

0.09

78.64

75.63

3.82

67.96

66.69

1.86

Chart
borderColor
columnsName, Aecbolt, Safe
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typebar
yLabelKips
colorsBlue, Green, Red, Yellow
bgColor
width400
xLabelName
rangeAxisUpperBound600
height400

Name

Aecbolt

Safe

Self Weight

678.37

637.57

Super DL

55.52

55.57

LL wR

78.64

75.63

LL woR

67.96

66.69

...

Aecbolt - Safe All Nodes Base Reaction Comparison

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Name

...

Aecbolt

...

Safe

...

Self Weight

...

555.71

...

569.19

...

Super DL

...

305.97

...

304.63

...

LL wR

...

121.68

...

124.85

...

LL woR

...

15.63

...

 

Self Weight

Super DL

LL wR

LL woR

Name

Aecbolt Local (kips)

Safe (kips)

Dif %

Aecbolt Local (kips)

Safe (kips)

Dif %

Aecbolt Local (kips)

Safe (kips)

Dif %

Aecbolt Local (kips)

Safe (kips)

Dif %

Total (kips)

555.71

569.19

2.43

305.97

304.63

0.44

121.68

124.85

2.60

15.63

16.33

4.46

All Shearwall Nodes

678.37

637.57

6.01

55.52

55.57

0.09

78.64

75.63

3.82

67.96

66.69

1.86

Total

1234.08

1206.76

2.21

361.49

360.20

0.36

200.32

200.48

0.08

83.59

83.02

0.68

...

69

1.86

Total

1234.08

1206.76

2.21

361.49

360.20

0.36

200.32

200.48

0.08

83.59

83.02

0.68

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Base Reaction Manuel Calculation

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1

LL woR Manuel Calculation

2

Load Name

Load Type

LL woR

Area-Length

Fx (kips)

3

LG 2

Area

100

990.820

 

4

Opening

Area

-154.856

 

5

Remain

Area

100

835.964

83.596

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Summary of Reaction Comparison

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Name

Manuel Calculation

Aecbolt

Safe

Self Weight

1252.614

1234.18

1206.76

Super DL

364.720

361.61

360.20

LL wR

200.358

200.35

200.48

LL woR

83.596

83.59

83.03

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

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1

Project Name: Rockwell Slab Example Wall Take Plus

2

Include Automatic Rigid Zone Area Over Shearwall & Column button → Checked

3

Wall Takes Out-of-Plane Moment button → Unchecked

4

Slab & Column Rigid Materials arranged

5
6

Safe Analysis Result → Sum of Reactions

7
8

Manuel Calculation

9

Self Weight

Super DL

LL wR

LL woR

10
Code Block
Object Name	Area sq ft	height ft	Unit	kips
Slab	5624.473	1	150	
O1	68.469	1		
O2	86.387	1		
Slab Remain	5469.617	1	150	820.443
All Column	63.465	11	150	104.717
SW 1	23.911	11	150	39.453
SW2	23.913	11	150	39.456
SW3	72.177	11	150	119.092
SW4	73.763	11	150	121.709
LG 7	6.146		0.63	3.872
LG 8	6.146		0.63	3.872
Shearwall Total				327.454
Total				1252.614
Code Block
Load Name	Load Type	SDL	Area-Length	Fx (kips)
LG 1	Area	20	990.82	19.816
LG 3	Area	20	1901.81	38.036
LG 5	Area	20	2381.06	47.621
LG 13	Line	0.6	19.41	11.644
LG 14	Line	0.6	19.41	11.644
LG 15	Line	0.6	19.41	11.644
LG 16	Line	0.6	19.39	11.631
LG 17	Line	0.6	19.74	11.844
LG 18	Line	0.6	19.74	11.844
LG 19	Line	0.6	19.68	11.806
LG 20	Line	0.6	19.71	11.825
LG 21	Area	35	42.92	1.502
LG 22	Area	35	42.92	1.502
LG 23	Area	35	42.92	1.502
LG 24	Area	35	42.86	1.500
LG 25	Area	35	44.90	1.572
LG 26	Area	35	44.90	1.572
LG 27	Area	35	44.66	1.563
LG 28	Area	35	44.80	1.568
LG 29	Line	0.6	124.52	74.713
LG 30	Line	0.6	124.06	74.438
LG 9	Line	0.32	6.15	1.967
LG 11	Line	0.32	6.15	1.967
Topla				364.720
Code Block
Load Name	Load Type	LL wR	Area-Length	Fx (kips)
LG 4	Area	40	1901.811	76.072
LG 6	Area	40	2381.063	95.243
Clone LG 21	Area	60	42.922	2.575
Clone LG 22	Area	60	42.921	2.575
Clone LG 23	Area	60	42.923	2.575
Clone LG 24	Area	60	42.859	2.572
Clone LG 25	Area	60	44.902	2.694
Clone LG 26	Area	60	44.902	2.694
Clone LG 27	Area	60	44.662	2.680
Clone LG 28	Area	60	44.799	2.688
LG 10	Line	0.65	6.146	3.99
LG 12	Line	0.65	6.146	3.99
Total				200.358
Code Block
Load Name	Load Type	LL woR	Area-Length	Fx (kips)
LG 2	Area	100	990.820	
Opening	Area		154.856	
Remain	Area	100	835.964	83.596
11

All Structure (kips)

12
Code Block
Name	Self Weight	Super DL	LL wR	LL woR
Aecbolt	1234.180	361.6102	200.3498	83.5929
Safe	1206.757	360.197	200.483	83.026
Diffe. (Kips)	27.423	1.4132	0.1332	0.5669
Dif %	2.22	0.39	0.07	0.68

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