...
Safe & Aecbolt Base Reaction
...
Comparison
Project
...
...
Aecbolt - Safe Column Base Reaction Comparison
...
Aecbolt - Safe ShearWall Base Reaction Comparison
...
Aecbolt - Safe All Nodes Base Reaction Comparison
...
Summary of Reaction Comparison Table
...
| Self Weight | ||
...
Super DL |
...
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 Comparsion
Project
...
Base Reaction 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
...
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
...
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
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
...
| 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) |
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
...
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 |
|
|
|
| ||||||||
| 11 | All Structure (kips) | |||||||||||
| 12 |
| |||||||||||
...