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Safe & Aecbolt Base Reaction Comparison

Project

Aecbolt - Safe Column 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 %

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

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

Aecbolt - Safe All Nodes 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 %

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

Base Reaction Manuel Calculation

1

Self Weight Manuel Calculation

2

Object Name

Area sq ft

Height ft

Unit

Kips

3

Slab

5624.473

1

150

 

4

O1

-68.469

1

 

5

O2

-86.387

1

 

6

Slab Remain

5469.617

1

150

820.443

7

All Column

63.465

11

150

104.717

8

SW 1

23.911

11

150

39.453

9

SW2

23.913

11

150

39.456

10

SW3

72.177

11

150

119.092

11

SW4

73.763

11

150

121.709

12

LG 7 (line)

6.146

0.63

3.872

13

LG 8 (line)

6.146

0.63

3.872

14

Shearwall Total

 

 

 

327.454

15

Total

 

 

 

1252.614

1

SDL Manuel Calculation

2

Load Name

Load Type

SDL

Area-Length

Fx (kips)

3

LG 1

Area

20

990.82

19.816

4

LG 3

Area

20

1901.81

38.036

5

LG 5

Area

20

2381.06

47.621

6

LG 13

Line

0.6

19.41

11.644

7

LG 14

Line

0.6

19.41

11.644

8

LG 15

Line

0.6

19.41

11.644

9

LG 16

Line

0.6

19.39

11.631

10

LG 17

Line

0.6

19.74

11.844

11

LG 18

Line

0.6

19.74

11.844

12

LG 19

Line

0.6

19.68

11.806

13

LG 20

Line

0.6

19.71

11.825

14

LG 21

Area

35

42.92

1.502

15

LG 22

Area

35

42.92

1.502

16

LG 23

Area

35

42.92

1.502

17

LG 24

Area

35

42.86

1.500

18

LG 25

Area

35

44.90

1.572

19

LG 26

Area

35

44.90

1.572

20

LG 27

Area

35

44.66

1.563

21

LG 28

Area

35

44.80

1.568

22

LG 29

Line

0.6

124.52

74.713

23

LG 30

Line

0.6

124.06

74.438

24

LG 9

Line

0.32

6.15

1.967

25

LG 11

Line

0.32

6.15

1.967

26

Toplam

 

 

 

364.720

1

LL wR Manuel Calculation

2

Load Name

Load Type

LL wR

Area-Length

Fx (kips)

3

LG 4

Area

40

1901.811

76.072

4

LG 6

Area

40

2381.063

95.243

5

Clone LG 21

Area

60

42.922

2.575

6

Clone LG 22

Area

60

42.921

2.575

7

Clone LG 23

Area

60

42.923

2.575

8

Clone LG 24

Area

60

42.859

2.572

9

Clone LG 25

Area

60

44.902

2.694

10

Clone LG 26

Area

60

44.902

2.694

11

Clone LG 27

Area

60

44.662

2.680

12

Clone LG 28

Area

60

44.799

2.688

13

LG 10

Line

0.65

6.146

3.99

14

LG 12

Line

0.65

6.146

3.99

15

Total

 

 

 

200.358

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

Summary of Reaction Comparison Table

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

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Safe - Aecbolt Analysis Result Comparison

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
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
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
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
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
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

Safe & Aecbolt Analysis results were compared and it was understood that the values were very close to each other.

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