...
Safe &
...
Aecbolt - Safe Column Base Reaction Comparison
Aecbolt
...
Aecbolt - Safe All Nodes Base Reaction Comparison
...
Base Reaction Manuel Calculation
...
Summary of Reaction Comparison Table
→ Self Weight
→ Super DL
→ LL wR
→ LL woR
...
Slab Design Analysis Result Comparison
Project
...
...
Top Reinforcements , Column Strip Reinforcements
...
Top Reinforcements , Middle 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
COLUMN STRİP REINFORCEMENT
COLUMN STRİP REINFORCEMENT | COLUMN STRİP REINFORCEMENT | |||||||||||||
Analysis Source: Aecbolt | Analysis Source: Safe (Wall Takes Out of Plane Moment Unchecked) | |||||||||||||
Rebar | Spacing | Count Of Rebars | Prvd. Intensity | Layer | Linked Columns/Wall | Tonnage (lb) | Rebar |
Spacing
Count Of Rebars
Prvd. Intensity
Layer
Linked Columns/Wall
Tonnage (lb)
#6
18
11
0.293
2nd Layer
SW 4-CZ 4
91.47
#6
18
11
0.293
2nd Layer
SW 4-CZ 4
91.47
#6
18
4
0.293
1st Layer
SW 4-CZ 4
99.54
#6
18
4
0.293
1st Layer
SW 4-CZ 4
99.54
#6
18
9
0.293
2nd Layer
SW 4-CZ 3
117.27
#6
18
9
0.293
2nd Layer
SW 4-CZ 3
117.27
#6
18
6
0.293
1st Layer
SW 4-CZ 3
149.31
#6
18
6
0.293
1st Layer
SW 4-CZ 3
149.31
#6
13
14
0.406
2nd Layer
SW 4-CZ 2
184.51
#6
14
13
0.377
2nd Layer
SW 4-CZ 2
171.33
#6
7
14
0.754
1st Layer
SW 4-CZ 2
348.40
#6
13
8
0.406
1st Layer
SW 4-CZ 2
199.08
#6
18
11
0.293
2nd Layer
SW 4-CZ 1
96.52
#6
18
11
0.293
2nd Layer
SW 4-CZ 1
96.52
#6
17
5
0.311
1st Layer
SW 4-CZ 1
124.43
#6
17
5
0.311
1st Layer
SW 4-CZ 1
124.43
#6
18
11
0.293
2nd Layer
SW 3-CZ 4
89.00
#6
18
11
0.293
2nd Layer
SW 3-CZ 4
89
#6
18
4
0.293
1st Layer
SW 3-CZ 4
99.63
#6
18
4
0.293
1st Layer
SW 3-CZ 4
99.63
#6
18
Spacing | Count Of Rebars | Prvd. Intensity | Layer | Linked Columns/Wall | Tonnage (lb) | |
#6 | 18 | 11 | 0.293 | 2nd Layer | SW |
4-CZ |
4 |
91. |
47 | #6 | 18 |
11 | 0.293 | 2nd Layer | SW |
4-CZ |
4 |
91. |
47 | |
#6 | 18 |
4 | 0.293 | 1st Layer | SW |
4-CZ |
4 |
99. |
54 | #6 | 18 |
4 | 0.293 | 1st Layer | SW |
4-CZ |
4 |
99. |
54 |
#6 |
18 |
9 | 0. |
293 | 2nd Layer | SW |
4-CZ |
3 |
117.27 | #6 |
18 |
9 | 0. |
293 | 2nd Layer | SW |
4-CZ |
3 |
117. |
27 |
#6 |
18 |
6 | 0. |
293 | 1st Layer | SW |
4-CZ |
3 |
149. |
31 | #6 |
18 |
6 | 0. |
293 | 1st Layer | SW |
4-CZ |
3 |
149. |
31 |
#6 |
13 |
14 | 0. |
406 | 2nd Layer | SW |
4-CZ |
2 |
184. |
51 | #6 |
14 |
13 | 0. |
377 | 2nd Layer | SW |
4-CZ |
2 |
171.33 | ||
#6 | 7 | 14 |
0. |
754 | 1st Layer | SW |
4-CZ |
2 |
348. |
40 | #6 |
13 |
8 | 0. |
406 | 1st Layer | SW |
4-CZ |
2 |
199. |
08 | |
#6 | 18 |
11 | 0.293 | 2nd Layer | SW |
4-CZ |
1 |
96. |
52 | #6 | 18 |
11 | 0.293 | 2nd Layer | SW |
4-CZ |
1 |
96. |
52 |
#6 |
17 |
5 | 0. |
311 | 1st Layer | SW |
4-CZ |
1 |
124. |
43 | #6 |
17 |
5 | 0. |
311 | 1st Layer | SW |
4-CZ |
1 |
124. |
43 | |
#6 | 18 |
11 | 0.293 | 2nd Layer | SW |
3-CZ |
4 |
89. |
00 | #6 | 18 |
11 | 0.293 | 2nd Layer | SW |
3-CZ |
4 |
89 | |
#6 | 18 |
4 | 0.293 | 1st Layer | SW |
3-CZ |
4 |
99. |
63 | #6 | 18 |
4 | 0.293 | 1st Layer | SW |
3-CZ |
4 |
99. |
63 | |
#6 | 18 |
9 | 0.293 | 2nd Layer | SW |
3-CZ |
3 |
116. |
59 | #6 | 18 |
9 | 0.293 | 2nd Layer | SW |
3-CZ |
3 |
116. |
59 | |
#6 | 18 |
6 | 0.293 | 1st Layer | SW |
3-CZ |
3 |
149. |
46 | #6 | 18 |
6 | 0.293 | 1st Layer | SW |
3-CZ |
3 |
149. |
46 |
#6 |
11 |
16 | 0. |
48 | 2nd Layer | SW |
3-CZ |
2 |
207. |
27 | #6 |
16 |
12 | 0. |
33 | 2nd Layer | SW |
3-CZ |
2 |
155. |
45 |
#6 |
11 | 9 | 0. |
48 | 1st Layer | SW |
3-CZ |
2 |
224. |
19 | #6 |
15 |
7 | 0. |
352 | 1st Layer | SW |
3-CZ |
2 |
174. |
37 |
#6 |
18 |
11 | 0. |
293 | 2nd Layer |
C 35
SW 3-CZ 1 | 89.00 | #6 | 18 |
11 | 0.293 | 2nd Layer |
C 35
SW 3-CZ 1 | 89 |
#6 |
14 |
5 | 0. |
377 | 1st Layer |
C 35
SW 3-CZ 1 | 124.54 | #6 |
15 |
5 | 0. |
352 | 1st Layer |
C 35
SW 3-CZ 1 | 124.54 |
#6 |
18 |
5 | 0. |
293 | 2nd Layer |
C 34
SW 2-CZ 2 | 109.40 | #6 |
18 |
5 | 0. |
293 | 2nd Layer |
C 34
SW 2-CZ 2 | 109.4 |
#6 | 18 |
9 | 0.293 | 1st Layer |
C 34
SW 2-CZ 2 | 83.76 | #6 | 18 |
9 | 0.293 | 1st Layer |
C 34
SW 2-CZ 2 | 83.76 |
#6 |
18 |
5 | 0. |
293 | 2nd Layer |
C 33
SW 2-CZ 1 | 109.40 | #6 | 18 |
5 | 0.293 | 2nd Layer |
C 33
SW 2-CZ 1 | 109.4 |
#6 |
18 |
9 | 0. |
293 | 1st Layer |
C 33
SW 2-CZ 1 | 91.99 | #6 |
18 |
9 | 0. |
293 | 1st Layer |
C 33
SW 2-CZ 1 | 91.99 |
#6 |
18 |
5 | 0. |
293 | 2nd Layer |
C 32
SW 1-CZ 2 | 109.39 | #6 |
18 |
5 | 0. |
293 | 2nd Layer |
C 32
SW 1-CZ 2 | 109.39 |
#6 |
18 |
9 | 0. |
293 | 1st Layer |
C 32
SW 1-CZ 2 | 91.24 | #6 | 18 |
9 | 0.293 | 1st Layer |
C 32
SW 1-CZ 2 | 91.24 |
#6 | 18 |
5 | 0.293 | 2nd Layer |
C 14
SW 1-CZ 1 | 109.39 | #6 | 18 |
5 | 0.293 | 2nd Layer |
C 14
SW 1-CZ 1 | 109.39 |
#6 | 18 |
9 | 0.293 | 1st Layer |
C 14
SW 1-CZ 1 | 91.35 | #6 | 18 |
9 | 0.293 | 1st Layer |
C 14
SW 1-CZ 1 | 91.35 |
#6 |
16 |
6 | 0. |
33 | 2nd Layer | C |
35 |
47. |
09 | #6 |
18 |
6 | 0. |
293 | 2nd Layer | C |
35 |
47. |
09 |
#6 |
9 |
7 | 0. |
587 | 1st Layer | C |
35 |
100. |
09 | #6 | 12 |
6 | 0.44 | 1st Layer | C |
35 |
85. |
79 |
#6 |
14 |
7 | 0. |
377 | 2nd Layer | C |
34 |
99. |
02 | #6 |
16 |
6 | 0. |
33 | 2nd Layer | C |
34 |
84. |
88 |
#6 |
18 |
6 | 0. |
293 | 1st Layer | C |
34 |
80. |
09 | #6 |
18 |
6 | 0. |
293 | 1st Layer | C |
34 |
80. |
09 |
#6 |
17 | 6 | 0. |
311 | 2nd Layer | C |
33 |
47. |
89 | #6 | 18 | 6 | 0.293 | 2nd Layer | C |
33 |
47. |
89 |
#6 |
13 |
5 | 0. |
406 | 1st Layer | C |
33 |
67. |
27 | #6 |
13 |
5 | 0. |
406 | 1st Layer | C |
33 |
67. |
27 |
#6 |
12 |
8 | 0. |
44 | 2nd Layer | C |
32 |
110. |
93 | #6 |
15 |
7 | 0. |
352 | 2nd Layer | C |
32 |
97. |
07 |
#6 |
17 |
7 | 0. |
311 | 1st Layer | C |
32 |
65. |
90 | #6 |
18 | 6 | 0. |
293 | 1st Layer | C |
32 |
56. |
49 |
#6 |
18 |
6 | 0. |
293 | 2nd Layer | C |
14 |
124. |
77 | #6 | 18 |
6 | 0.293 | 2nd Layer | C |
14 |
124. |
77 |
#6 |
18 |
8 | 0. |
293 | 1st Layer | C |
14 |
115. |
15 | #6 |
18 |
8 | 0. |
293 | 1st Layer | C |
14 |
115. |
15 |
#6 |
12 |
11 | 0. |
44 | 2nd Layer | C |
13 |
232. |
76 | #6 |
13 | 10 | 0. |
406 | 2nd Layer | C |
13 |
211. |
6 |
#6 |
16 |
10 | 0. |
33 | 1st Layer | C |
13 |
208. |
60 | #6 |
12 |
13 | 0. |
44 | 1st Layer | C |
13 |
271. |
18 |
#6 |
15 |
10 | 0. |
352 | 2nd Layer | C |
12 |
236. |
55 | #6 |
13 |
11 | 0. |
406 | 2nd Layer | C |
12 |
260. |
21 |
#6 |
12 |
12 | 0. |
44 | 1st Layer | C |
12 |
242. |
33 | #6 |
13 |
11 | 0. |
406 | 1st Layer | C |
12 |
222. |
13 |
#6 |
18 |
6 | 0. |
293 | 2nd Layer | C |
11 |
121. |
15 | #6 | 18 |
6 | 0.293 | 2nd Layer | C |
11 |
121. |
15 |
#6 |
18 |
8 | 0. |
293 | 1st Layer | C |
11 |
114. |
79 | #6 |
18 |
8 | 0. |
293 | 1st Layer | C |
11 |
114. |
79 |
#6 |
13 |
13 | 0. |
406 | 2nd Layer | C |
10 |
187. |
87 | #6 |
17 | 10 | 0. |
311 | 2nd Layer | C |
10 |
144. |
51 |
#6 |
16 |
5 | 0. |
33 | 1st Layer | C |
10 |
46.06 | #6 |
13 | 6 | 0. |
406 | 1st Layer | C |
10 |
55. |
27 |
COLUMN STRİP REINFORCEMENT
AECBOLT- SAFE RESULT DIFFERENCE
Rebar
Spacing
Count Of Rebars
Prvd. Intensity %
Tonnage (lb)
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
1
1
7.143
7.143
Same
6
6
46.154
42.859
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
5
4
31.250
25.001
Same
4
2
26.667
22.222
Same
0
0
0.000
0.000
Same
1
0
6.631
0.000
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
0
0
0.000
0.000
Same
2
0
11.212
0.000
Same
3
1
25.043
14.287
Same
2
1
12.467
#6 | 13 | 13 | 0.406 | 2nd Layer | C 9 | 207.59 | #6 | 18 | 10 | 0.293 | 2nd Layer | C 9 | 159.69 |
#6 | 16 | 5 | 0.33 | 1st Layer | C 9 | 45.86 | #6 | 15 | 5 | 0.352 | 1st Layer | C 9 | 45.86 |
#6 | 13 | 13 | 0.406 | 2nd Layer | C 8 | 204.21 | #6 | 18 | 10 | 0.293 | 2nd Layer | C 8 | 157.08 |
#6 | 15 | 5 | 0.352 | 1st Layer | C 8 | 46.47 | #6 | 17 | 5 | 0.311 | 1st Layer | C 8 | 46.47 |
#6 | 13 | 13 | 0.406 | 2nd Layer | C 6 | 110.72 | #6 | 18 | 10 | 0.293 | 2nd Layer | C 6 | 85.17 |
#6 | 13 | 5 | 0.406 | 1st Layer | C 6 | 117.77 | #6 | 10 | 7 | 0.528 | 1st Layer | C 6 | 164.88 |
#6 | 13 | 13 | 0.406 | 2nd Layer | C 4 | 112.06 | #6 | 18 | 10 | 0.293 | 2nd Layer | C 4 | 86.2 |
#6 | 16 | 5 | 0.33 | 1st Layer | C 4 | 117.77 | #6 | 15 | 5 | 0.352 | 1st Layer | C 4 | 117.77 |
#6 | 12 | 14 | 0.44 | 2nd Layer | C 2 | 116.71 | #6 | 18 | 10 | 0.293 | 2nd Layer | C 2 | 83.37 |
#6 | 6 | 10 | 0.88 | 1st Layer | C 2 | 241.06 | #6 | 11 | 6 | 0.48 | 1st Layer | C 2 | 144.63 |
COLUMN STRİP REINFORCEMENT | |||||||
AECBOLT- SAFE RESULT DIFFERENCE | |||||||
Rebar | Spacing | Count Of Rebars | Prvd. Intensity % | Tonnage (lb) | |||
Same | 0 | 0 | 0.000 | 0.000 | |||
Same | 0 | 0 | 0.000 | 0.000 | |||
Same | 10 | 0 | 50.788000 | 0.000 | |||
Same | 0 | 0 | 0.000 | 0.000 | |||
Same | 31 | 1 | 207. | 000143 | 127. | 494143 | |
Same | 161 | 6 | 546. | 788154 | 1442.279859 | ||
Same | 0 | 0 | 0.000 | 0.000 | |||
Same | 0 | 0 | 0.000 | 0.000 | |||
Same | 1 | 1 | 7.727 | 9.091 | |||
Same | 4 | 3 | 33.333 | 30.000 | |||
Same | 2 | 1 | 15.341 | 10.002 | |||
Same | 1 | 1 | 7.727 | 8.3360 | 0 | 0.000 | 0.000 |
Same | 0 | 0 | 0.000 | 0.000 | |||
Same | 0 | 0 | 0.000 | 0.000 | |||
Same | 40 | 30 | 230. | 399000 | 230. | 080000 | |
Same | 35 | 14 | 2331.030250 | 1925.996001 | |||
Same | 54 | 32 | 2726.833667 | 2322.074222 | |||
Same | 10 | 0 | 60.667000 | 0.000 | |||
Same | 513 | 0 | 276. | 833631 | 230. | 079000 | |
Same | 20 | 0 | 110. | 648000 | 0.000 | ||
Same | 50 | 30 | 270. | 833000 | 230. | 076000 | |
Same | 30 | 20 | 300. | 049000 | 400. | 002000 | |
Same | 50 | 30 | 270. | 833000 | 230. | 077000 | |
Same | 10 | 0 | 60.667000 | 0.000 | |||
Same | 60 | 40 | 330. | 409000 | 280. | 567000 | |
Same | 50 | 40 | 450. | 455000 | 400. | 002000 |
...
Same |
...
0 |
...
0 |
...
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
...
0.000 | 0.000 | |
Same | 2 | 0 |
...
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
11.212 | 0.000 | ||||||||
Same | 3 | 1 | 25.043 | 14.287 | |||||
Same | 2 | 1 | 12.467 | 14.280 | |||||
Same | 0 | 0 | 0.000 | 0.000 | |||||
Same | 1 | 0 | 5.788 | 0.000 | |||||
Same | 0 | 0 | 0.000 | 0.000 | |||||
Same | 3 | 1 | 20.000 | 12.494 | |||||
Same | 1 | 1 | 5.788 | 14.279 | |||||
Same | 0 | 0 | 0.000 | 0.000 | |||||
Same | 0 | 0 | 0.000 | 0.000 | |||||
Same | 1 | 1 | 7.727 | 9.091 | |||||
Same | 4 | 3 | 33.333 | 30.000 | |||||
Same | 2 | 1 | 15.341 | 10.002 | |||||
Same | 1 | 1 | 7.727 | 8.336 | |||||
Same | 0 | 0 | 0.000 | 0.000 | |||||
Same | 0 | 0 | 0.000 | 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 | |||||
|
...
Top Reinforcements , Middle Strip Reinforcements
Middle Strip Reinforcement | Middle Strip Reinforcement | |||||||||||||
Analysis Source: Aecbolt | Analysis Source: Safe Wall Takes Out of Plane Moment No | |||||||||||||
Rebar | Spacing | Req/Prvd Intensity | Prvd. Intensity | Layer | Linked StressLine | Tonnage (lb) | Rebar | Spacing | Req/Prvd Intensity | Prvd. Intensity | Layer | Linked StressLine | Tonnage (lb) | |
#6 | 18 | 0.18 / 0.29 | 0.29 | 1st Layer | SL-SW 3-CZ 4-SW 4-CZ 4 | 37.07 | #6 | 18 | 0.13 / 0.29 | 0.29 | 1st Layer | SL-SW 3-CZ 4-SW 4-CZ 4 | 37.07 | |
#6 | 18 | 0.2 / 0.29 | 0.29 | 1st Layer | SL-SW 3-CZ 1-SW 4-CZ 1 | 18.53 | #6 | 18 | 0.1 / 0.29 | 0.29 | 1st Layer | SL-SW 3-CZ 1-SW 4-CZ 1 | 18.53 | |
#6 | 18 | 0.05 / 0.29 | 0.29 | 2nd Layer | SL-SW 1-CZ 2-SW 3-CZ 2 | 97.86 | #6 | 18 | 0.02 / 0.29 | 0.29 | 2nd Layer | SL-SW 1-CZ 2-SW 3-CZ 2 | 97.86 | |
#6 | 18 | 0.06 / 0.29 | 0.29 | 2nd Layer | SL-SW 1-CZ 1-SW 4-CZ 1 | 114.17 | #6 | 18 | 0.06 / 0.29 | 0.29 | 2nd Layer | SL-SW 1-CZ 1-SW 4-CZ 1 | 114.17 | |
#6 | 18 | 0.06 / 0.29 | 0.29 | 2nd Layer | SL-SW 1-CZ 1-SW 4-CZ 2 | 97.86 | #6 | 18 | 0.03 / 0.29 | 0.29 | 2nd Layer | SL-SW 1-CZ 1-SW 4-CZ 2 | 97.86 | |
#6 | 18 | 0.15 / 0.29 | 0.29 | 1st Layer | SL-C 35-SW 1-CZ 1 | 44.23 | #6 | 18 | 0.07 / 0.29 | 0.29 | 1st Layer | SL-C 35-SW 1-CZ 1 | 44.23 | |
#6 | 18 | 0.12 / 0.29 | 0.29 | 2nd Layer | SL-C 35-SW 4-CZ 2 | 74.87 | #6 | 18 | 0.06 / 0.29 | 0.29 | 2nd Layer | SL-C 35-SW 4-CZ 2 | 74.87 | |
#6 | 18 | 0.09 / 0.29 | 0.29 | 1st Layer | SL-C 34-SW 2-CZ 1 | 41.79 | #6 | 18 | 0.07 / 0.29 | 0.29 | 1st Layer | SL-C 34-SW 2-CZ 1 | 41.79 | |
#6 | 18 | 0.1 / 0.29 | 0.29 | 1st Layer | SL-C 33-SW 2-CZ 2 | 41.76 | #6 | 18 | 0.06 / 0.29 | 0.29 | 1st Layer | SL-C 33-SW 2-CZ 2 | 41.76 | |
#6 | 18 | 0.14 / 0.29 | 0.29 | 1st Layer | SL-C 32-SW 1-CZ 2 | 43.08 | #6 | 18 | 0.06 / 0.29 | 0.29 | 1st Layer | SL-C 32-SW 1-CZ 2 | 43.08 | |
#6 | 18 | 0.11 / 0.29 | 0.29 | 2nd Layer | SL-C 32-SW 3-CZ 2 | 74.44 | #6 | 18 | 0.08 / 0.29 | 0.29 | 2nd Layer | SL-C 32-SW 3-CZ 2 | 74.44 | |
#6 | 18 | 0.13 / 0.29 | 0.29 | 2nd Layer | SL-C 14-SW 3-CZ 3 | 69.73 | #6 | 18 | 0.08 / 0.29 | 0.29 | 2nd Layer | SL-C 14-SW 3-CZ 3 | 69.73 | |
#6 | 18 | 0.12 / 0.29 | 0.29 | 2nd Layer | SL-C 14-SW 3-CZ 4 | 87.17 | #6 | 18 | 0.08 / 0.29 | 0.29 | 2nd Layer | SL-C 14-SW 3-CZ 4 | 87.17 | |
#6 | 18 | 0.1 / 0.29 | 0.29 | 2nd Layer | SL-C 14-SW 4-CZ 4 | 104.6 | #6 | 18 | 0.08 / 0.29 | 0.29 | 2nd Layer | SL-C 14-SW 4-CZ 4 | 104.6 | |
#6 | 18 | 0.2 / 0.29 | 0.29 | 2nd Layer | SL-C 13-C 14 | 74.45 | #6 | 18 | 0.14 / 0.29 | 0.29 | 2nd Layer | SL-C 13-C 14 | 74.45 | |
#6 | 18 | 0.15 / 0.29 | 0.29 | 2nd Layer | SL-C 13-C 33 | 112.81 | #6 | 18 | 0.12 / 0.29 | 0.29 | 2nd Layer | SL-C 13-C 33 | 112.81 | |
#6 | 18 | 0.12 / 0.29 | 0.29 | 2nd Layer | SL-C 13-SW 2-CZ 2 | 122.92 | #6 | 18 | 0.17 / 0.29 | 0.29 | 2nd Layer | SL-C 13-SW 2-CZ 2 | 122.92 | |
#6 | 18 | 0.05 / 0.29 | 0.29 | 1st Layer | SL-C 12-C 13 | 161.13 | #6 | 18 | 0.1 / 0.29 | 0.29 | 1st Layer | SL-C 12-C 13 | 161.13 | |
#6 | 18 | 0.04 / 0.29 | 0.29 | 1st Layer | SL-C 12-C 14 | 123.26 | #6 | 18 | 0.08 / 0.29 | 0.29 | 1st Layer | SL-C 12-C 14 | 123.26 | |
#6 | 18 | 0.11 / 0.29 | 0.29 | 2nd Layer | SL-C 12-C 34 | 130.28 | #6 | 18 | 0.13 / 0.29 | 0.29 | 2nd Layer | SL-C 12-C 34 | 130.28 | |
#6 | 18 | 0.09 / 0.29 | 0.29 | 2nd Layer | SL-C 12-SW 2-CZ 1 | 160.44 | #6 | 18 | 0.08 / 0.29 | 0.29 | 2nd Layer | SL-C 12-SW 2-CZ 1 | 160.44 | |
#6 | 18 | 0.22 / 0.29 | 0.29 | 2nd Layer | SL-C 11-C 12 | 74.45 | #6 | 18 | 0.13 / 0.29 | 0.29 | 2nd Layer | SL-C 11-C 12 | 74.45 | |
#6 | 18 | 0.05 / 0.29 | 0.29 | 1st Layer | SL-C 11-C 14 | 77.85 | #6 | 18 | 0.05 / 0.29 | 0.29 | 1st Layer | SL-C 11-C 14 | 77.85 | |
#6 | 18 | 0.13 / 0.29 | 0.29 | 2nd Layer | SL-C 11-SW 4-CZ 3 | 64.29 | #6 | 18 | 0.08 / 0.29 | 0.29 | 2nd Layer | SL-C 11-SW 4-CZ 3 | 64.29 | |
#6 | 18 | 0.11 / 0.29 | 0.29 | 2nd Layer | SL-C 11-SW 4-CZ 4 | 80.36 | #6 | 18 | 0.08 / 0.29 | 0.29 | 2nd Layer | SL-C 11-SW 4-CZ 4 | 80.36 | |
#6 | 18 | 0.2 / 0.29 | 0.29 | 2nd Layer | SL-C 10-C 32 | 43.1 | #6 | 18 | 0.18 / 0.29 | 0.29 | 2nd Layer | SL-C 10-C 32 | 43.1 | |
#6 | 18 | 0.27 / 0.29 | 0.29 | 1st Layer | SL-C 10-SW 3-CZ 2 | 110.14 | #6 | 18 | 0.17 / 0.29 | 0.29 | 1st Layer | SL-C 10-SW 3-CZ 2 | 110.14 | |
#6 | 18 | 0.12 / 0.29 | 0.29 | 2nd Layer | SL-C 10-SW 3-CZ 3 | 90.11 | #6 | 18 | 0.08 / 0.29 | 0.29 | 2nd Layer | SL-C 10-SW 3-CZ 3 | 90.11 | |
#6 | 18 | 0.18 / 0.29 | 0.29 | 2nd Layer | SL-C 9-C 10 | 33.58 | #6 | 18 | 0.11 / 0.29 | 0.29 | 2nd Layer | SL-C 9-C 10 | 33.58 | |
#6 | 18 | 0.15 / 0.29 | 0.29 | 1st Layer | SL-C 9-C 14 | 110.11 | #6 | 18 | 0.14 / 0.29 | 0.29 | 1st Layer | SL-C 9-C 14 | 110.11 | |
#6 | 18 | 0.21 / 0.29 | 0.29 | 1st Layer | SL-C 9-SW 3-CZ 3 | 110.14 | #6 | 18 | 0.15 / 0.29 | 0.29 | 1st Layer | SL-C 9-SW 3-CZ 3 | 110.14 | |
#6 | 18 | 0.19 / 0.29 | 0.29 | 2nd Layer | SL-C 8-C 9 | 33.7 | #6 | 18 | 0.13 / 0.29 | 0.29 | 2nd Layer | SL-C 8-C 9 | 33.7 | |
#6 | 17 | 0.3 / 0.31 | 0.31 | 1st Layer | SL-C 8-C 13 | 74.41 | #6 | 18 | 0.14 / 0.29 | 0.29 | 1st Layer | SL-C 8-C 13 | 74.41 | |
#6 | 18 | 0.23 / 0.29 | 0.29 | 1st Layer | SL-C 8-C 14 | 110.11 | #6 | 18 | 0.14 / 0.29 | 0.29 | 1st Layer | SL-C 8-C 14 | 110.11 | |
#6 | 18 | 0.19 / 0.29 | 0.29 | 2nd Layer | SL-C 8-C 33 | 43.73 | #6 | 18 | 0.13 / 0.29 | 0.29 | 2nd Layer | SL-C 8-C 33 | 43.73 | |
#6 | 18 | 0.27 / 0.29 | 0.29 | 1st Layer | SL-C 6-C 11 | 92.35 | #6 | 18 | 0.17 / 0.29 | 0.29 | 1st Layer | SL-C 6-C 11 | 92.35 | |
#6 | 18 | 0.29 / 0.29 | 0.29 | 1st Layer | SL-C 6-C 12 | 73.88 | #6 | 18 | 0.17 / 0.29 | 0.29 | 1st Layer | SL-C 6-C 12 | 73.88 | |
#6 | 18 | 0.17 / 0.29 | 0.29 | 2nd Layer | SL-C 6-C 34 | 32.51 | #6 | 18 | 0.13 / 0.29 | 0.29 | 2nd Layer | SL-C 6-C 34 | 32.51 | |
#6 | 18 | 0.17 / 0.29 | 0.29 | 2nd Layer | SL-C 4-C 6 | 32.9 | #6 | 18 | 0.16 / 0.29 | 0.29 | 2nd Layer | SL-C 4-C 6 | 32.9 | |
#6 | 18 | 0.15 / 0.29 | 0.29 | 1st Layer | SL-C 4-C 11 | 110.82 | #6 | 18 | 0.14 / 0.29 | 0.29 | 1st Layer | SL-C 4-C 11 | 110.82 | |
#6 | 18 | 0.2 / 0.29 | 0.29 | 1st Layer | SL-C 4-SW 4-CZ 3 | 110.05 | #6 | 18 | 0.14 / 0.29 | 0.29 | 1st Layer | SL-C 4-SW 4-CZ 3 | 110.05 | |
#6 | 18 | 0.16 / 0.29 | 0.29 | 2nd Layer | SL-C 2-C 4 | 22.14 | #6 | 18 | 0.16 / 0.29 | 0.29 | 2nd Layer | SL-C 2-C 4 | 22.14 | |
#6 | 18 | 0.2 / 0.29 | 0.29 | 2nd Layer | SL-C 2-C 35 | 42.22 | #6 | 18 | 0.18 / 0.29 | 0.29 | 2nd Layer | SL-C 2-C 35 | 42.22 | |
#6 | 17 | 0.3 / 0.31 | 0.31 | 1st Layer | SL-C 2-SW 4-CZ 2 | 132.05 | #6 | 18 | 0.2 / 0.29 | 0.29 | 1st Layer | SL-C 2-SW 4-CZ 2 | 110.05 | |
#6 | 18 | 0.11 / 0.29 | 0.29 | 2nd Layer | SL-C 2-SW 4-CZ 3 | 89.43 | #6 | 18 | 0.07 / 0.29 | 0.29 | 2nd Layer | SL-C 2-SW 4-CZ 3 | 89.43 |
...
COLUMN STRİP REINFORCEMENT | |||
AECBOLT- SAFE WALL TAKE NO RESULT DIFFERENCE | |||
Rebar | Spacing | Prvd Intensity % | Tonnage (lb) |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 1 | 6.45 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 1 | 6.45 | 16.66 |
Same | 0 | 0.00 | 0.00 |
...
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 |
...
0.00 | 0.00 | |||||||
Same | 1 | 6.45 | 16.66 | |||||
Same | 0 | 0.00 | 0.00 | |||||
|
...
Punching Shear , D/C Ratio
Name | D/C Aecbolt | D/C Safe | Dif % |
---|---|---|---|
C 2 | 0.6 | 0.607 | 1.12 |
C 4 | 0.51 | 0.516 | 1.12 |
C 6 | 0.52 | 0.523 | 0.56 |
C 8 | 0.42 | 0.253 | 39.71 |
C 9 | 0.45 | 0.265 | 41.11 |
C 10 | 0.4 | 0.232 | 42.13 |
C 11 | 0.17 | 0.182 | 6.94 |
C 12 | 0.35 | 0.376 | 7.34 |
C 13 | 0.37 | 0.399 | 7.81 |
C 14 | 0.19 | 0.200 | 5.21 |
C 32 | 0.7 | 0.706 | 0.90 |
C 33 | 0.48 | 0.514 | 7.02 |
C 34 | 0.54 | 0.580 | 7.44 |
C 35 | 0.68 | 0.682 | 0.25 |
Note: Explanation of the reason for the different % values
For C8 & C9 & C10 the reason why columns have different D/C % values is because Safe calculates “Punching Perimeter” incorrectly. | |||||
| |||||