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
...
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 | 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- |
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
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
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 |
| Chart | |||||||||||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| |||||||||||||||||||||||||||||||||||||||||||||
|
...
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 | ||||||||
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 |
Summary of Reaction Comparison Table
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 |
| Chart |
|---|
...
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 |
...