Step-1
Safe Base Reaction - Aecbolt Column Base Reaction Comparsion
→ Base Reaction Manuel Calculation
→ Self Weight
→ Super DL
→ LL wR
→ LL woR
→ Shearwall Node Reaction
→ All Node Reaction
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
Project
...
Manuel Calculation
...
Self Weight Manuel Calculation
...
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 (line)
...
6.146
...
0.63
...
3.872
...
LG 8 (line)
...
6.146
...
0.63
...
3.872
...
Shearwall Total
...
...
...
...
327.454
...
Total
...
...
...
...
1252.614
...
SDL manuel Calculation
...
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
...
Toplam
...
...
...
...
364.720
...
LL wR manuel Calculation
...
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
...
LL woR manuel Calculation
...
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
Column Aecbolt - Safe 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
ShearWall Aecbolt - Safe 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
All Nodes Total Reaction Aecbolt - Safe 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
...
Manuel Calculation
...
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 |
| Chart | |||||||||||||||||||||||||||||||||||||||||||||
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...
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 | ||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
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...
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
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 |
| 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 |
|
|
|
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Safe - Aecbolt Analysis Result Comparsion
Project Name: Rockwell Slab Example Wall Take Plus
Include Automatic Rigid Zone Area Over Shearwall & Column button → Checked
Wall Takes Out-of-Plane Moment button unchecked
Slab & Column Rigid Materials arranged
Safe Analysis Result → Sum of Reactions
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| 11 | All Structure (kips) | |||
| 12 |
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| Tip |
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Safe & Aecbolt |
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Analysis results were compared and it was understood that the values were very close to each other. |