Step-1: Safe & Aecbolt Base Reaction Comparsion
Base Reaction Manuel Calculation
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
...
Step-1: Safe & Aecbolt Base Reaction Comparsion
Base Reaction Manuel Calculation
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
| 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 |
Opening
Area
-154.856
Remain
Area
100
835.964
83.596
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
...
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
...
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 |
...
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
Name
Self Weight
Super DL
LL wR
LL woR
Manuel Calculation
1252.614
364.720
200.358
83.596
Aecbolt
1234.18
361.61
200.35
83.59
Safe
1206.76
360.20
200.48
| Self Weight | Super DL | LL wR | LL woR | NamewR | 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 % | 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 | ||||||
Summary of Reaction Comparison Table
(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 |
...
Summary of Reaction Comparison Table
Name | Self Weight | Super DL | LL wR | LL woR |
Manuel Calculation | 1252.614 | 364.720 | 200.358 | 83.596 |
Aecbolt | 1234.18 | 361.61 | 200.35 | 83.59 |
Safe | 1206.76 | 360.20 | 200.48 | 83.03 |
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 |
...
Safe - Aecbolt Analysis Result Comparsion
...