Content Comparison

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

...

Safe & Aecbolt Slab Design Analysis Result Comparison

...

Top Reinforcements , Column 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

AECBOLT- SAFE RESULT DIFFERENCE

Rebar

Spacing

Count Of Rebars

Prvd. Intensity %

Tonnage (lb)

Same

0

0.000

Same

0

0.000

Same

0

0.000

Same

0

0.000

Same

1

7.143

Same

6

46.154

42.859

Same

0

0.000

Same

0

0.000

Same

0

0.000

Same

0

0.000

Same

0

0.000

Same

0

0.000

Same

5

4

31.250

25.001

Same

4

2

26.667

22.222

Same

0

0.000

Same

1

0

6.631

0.000

Same

0

0.000

Same

0

0.000

Same

0

0.000

Same

0

0.000

Same

0

0.000

Same

0

0.000

Same

0

0.000

Same

0

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

0.000

Same

1

0

5.788

0.000

Same

0

0.000

Same

3

1

20.000

12.494

Same

1

5.788

14.279

Same

0

0.000

Same

0

0.000

Same

1

7.727

9.091

Same

4

3

33.333

30.000

Same

2

1

15.341

10.002

Same

1

7.727

8.336

Same

0

0.000

Same

0

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

title	CAD view

Column Strip Reinforcements in CAD view

Image Removed

Image Added

Chart

borderColor
columns	Point, Prvd. Intensity %
rangeAxisTickUnit	5
rangeAxisLowerBound	0
dataOrientation	vertical
title	Table
type	xyLine
yLabel	Difference %
colors	Blue
bgColor
width	1500
xLabel	Point
rangeAxisUpperBound	50
height	400

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

...

COLUMN STRİP REINFORCEMENT

AECBOLT- SAFE WALL TAKE NO RESULT DIFFERENCE

Rebar

Spacing

Prvd Intensity %

Tonnage (lb)

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

1

6.45

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

0

0.00

Same

1

6.45

16.66

Same

0

0.00

Expand

title	CAD view

Middle Strip Reinforcements in CAD view

Image Added

Image RemovedImage Added

Chart

borderColor
columns	Point, Prvd Intensity %
rangeAxisTickUnit	1
rangeAxisLowerBound	0
dataOrientation	vertical
type	line
yLabel	Difference %
colors
bgColor
width	1500
xLabel	Point
rangeAxisUpperBound	17
height	400

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

...

Version	Old Version 14	New Version 15
Changes made by	mert.goktas	mert.goktas
Saved on	Dec 11, 2022	Dec 11, 2022

Versions Compared

Key

Step-1: Safe & Aecbolt Base Reaction Comparsion

Safe & Aecbolt Slab Design Analysis Result Comparison

...
Punching Shear , D/C Ratio

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

Project

Top Reinforcements , Column Strip Reinforcements

Content Comparison

Versions Compared

Key

Step-1: Safe & Aecbolt Base Reaction Comparsion

Safe & Aecbolt Slab Design Analysis Result Comparison

... Punching Shear , D/C Ratio

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

Project

Top Reinforcements , Column Strip Reinforcements

...
Punching Shear , D/C Ratio