Autodesk Robot Structural Analysis Professional 2014
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16.00 15 15 3.70 15 15 3.70 15 15 5.70 15 15 1.85 15.50 2.35 15 15 6.20 15 15 3.70 15 15 2.35 D1 0.20 D2 0.20 D3 0.20 D4 0.20 D5 0.20 D6 0.20 D7 0.20 D8 0.20 IND CODE Tel. Fax Plate1...8 Level ±0,00 Page 1/5 Max. aggregate diameter : 20mm Exposure class : mild Consistence : S1 Bottom cover 5 cm Top cover 5 cm View scale 1/125 Concrete : M 30 = 38.5 m3 Steel : B500B = 3950 kg
description
Reinforcing Of R.C.C Members (RC SLAB)
Transcript of Autodesk Robot Structural Analysis Professional 2014
16.00
1515
3.701515
3.701515
5.701515
1.85
15.5
02.
351515
6.20
15 153.
701515
2.35
D10.20
D20.20
D30.20
D40.20
D50.20
D60.20
D70.20
D80.20
IND CODE
Tel. Fax
Plate1...8Level ±0,00
Page 1/5
Max. aggregate diameter : 20mmExposure class : mildConsistence : S1
Bottom cover 5 cmTop cover 5 cm
View scale 1/125
Concrete : M 30 = 38.5 m3 Steel : B500B = 3950 kg
16.00
153.70
1515
3.701515
5.701515
1.85
15.5
02.
351515
6.20
15 153.
701515
2.35
310Ø
l=2.90e=13
3Ø10l=2.90e=13
310Ø
l=2.90e=13
4Ø8l=3.90e=11
14Ø10l=3.68e=13
14Ø10l=3.68e=13
15Ø8l=3.34e=11
15Ø8l=3.34e=11
15Ø8l=3.34e=11
15Ø8l=3.34e=11
16Ø8l=3.54e=11
16Ø8l=3.54e=11
16Ø8l=3.54e=11
16Ø8l=3.54e=11
18Ø8l=4.73e=15
218Ø
l=3.79e=10
218Ø
l=3.79e=10
238Ø
l=3.59e=11
238Ø
l=3.59e=11
258Ø
l=4.31e=15
3210Ø
l=4.91e=13 32
Ø10l=4.91e=1333
10Øl=4.40e=13
368Ø
l=4.34e=11
36Ø8l=4.34e=11
39 Ø10l=2.40
40Ø8l=5.13e=11
40Ø8l=5.13e=11
43Ø8l=2.31e=15
45Ø8l=5.15e=10
IND CODE
Tel. Fax
Plate1...8Level ±0,00
Page 2/5
Max. aggregate diameter : 20mmExposure class : mildConsistence : S1
Bottom cover 5 cmTop cover 5 cm
View scale 1/125
Concrete : M 30 = 38.5 m3 Steel : B500B = 3950 kg
16.00
153.70
1515
3.701515
5.701515
1.85
15.5
02.
351515
6.20
15 153.
701515
2.35
110Ø
l=2.90e=15
210Ø
l=1.91e=5*
2Ø10l=1.91e=5*
210Ø
l=1.91e=5*
210Ø
l=1.91e=5*
5Ø8l=1.71e=14
6Ø8l=3.90e=14
6Ø8l=3.90e=14
8Ø10l=4.62e=15
8Ø10l=4.62e=15
9Ø10l=4.93e=15
10Ø8l=81e=14
10Ø8l=81e=14
11Ø8l=1.23e=14
128Ø
l=1.73e=12
12Ø8l=1.73e=14
128Ø
l=1.73e=12
128Ø
l=1.73e=12
13Ø8l=3.51*e=14
13Ø8l=3.51*e=14
17Ø8l=3.87e=14
178Ø
l=3.87e=12
178Ø
l=3.87e=12
178Ø
l=3.87e=14
1910Ø
l=4.91e=15
19Ø10l=4.91e=15*
20Ø10l=1.41e=5*
2010Ø
l=1.41e=5*
20Ø10l=1.41e=14
2010Ø
l=1.41e=14
228Ø
l=3.66e=12
228Ø
l=3.66e=12
24Ø10l=4.40e=15
24Ø10l=4.40e=14
24Ø10l=4.40e=15
24Ø10l=4.40e=14
24Ø10l=4.40e=14
27Ø8l=4.95*e=14
27Ø8l=4.95*e=14
28Ø8l=4.22e=14
29Ø8l=5.21*e=14
31Ø10l=2.90e=5*
3410Ø
l=3.77e=15
3410Ø
l=3.77e=15
35 Ø10l=1.4037
Ø8l=5.20e=14
37Ø8l=5.20e=14
38 Ø10l=2.40 41
Ø10l=2.40e=15
42Ø8l=5.15e=6
44 Ø10l=90
IND CODE
Tel. Fax
Plate1...8Level ±0,00
Page 3/5
Max. aggregate diameter : 20mmExposure class : mildConsistence : S1
Bottom cover 5 cmTop cover 5 cm
View scale 1/125
Concrete : M 30 = 38.5 m3 Steel : B500B = 3950 kg
1 Ø10 l=2.90 B500B2.90 26
Pos. Reinforcement Shape Steel Number
2 Ø10 l=1.91 B500B1.91 172
3 Ø10 l=2.90 B500B2.90 106
4 Ø8 l=3.90 B500B3.90 23
5 Ø8 l=1.71 B500B1.71 7
6 Ø8 l=3.90 B500B3.90 18
8 Ø10 l=4.62 B500B4.62 78
9 Ø10 l=4.93 B500B4.93 39
10 Ø8 l=81 B500B81 10
11 Ø8 l=1.23 B500B1.22 37
12 Ø8 l=1.73 B500B1.72 146
13 Ø8 l=3.51* B500B3.41 92
14 Ø10 l=3.68 B500B3.68 92
15 Ø8 l=3.34 B500B3.34 94
16 Ø8 l=3.54 B500B3.54 96
17 Ø8 l=3.87 B500B3.87 118
18 Ø8 l=4.73 B500B4.72 43
19 Ø10 l=4.91 B500B4.91 43
20 Ø10 l=1.41 B500B1.41 89
21 Ø8 l=3.79 B500B3.79 80
22 Ø8 l=3.66 B500B3.66 66
Pos. Reinforcement Shape Steel Number
23 Ø8 l=3.59 B500B3.59 72
24 Ø10 l=4.40 B500B4.40 74
25 Ø8 l=4.31 B500B4.31 43
27 Ø8 l=4.95* B500B4.89 58
28 Ø8 l=4.22 B500B4.22 21
29 Ø8 l=5.21* B500B5.28 29
31 Ø10 l=2.90 B500B2.90 114
32 Ø10 l=4.91 B500B4.91 76
33 Ø10 l=4.40 B500B4.40 31
34 Ø10 l=3.77 B500B3.77 52
35 Ø10 l=1.40 B500B1.40 1
36 Ø8 l=4.34 B500B4.34 72
37 Ø8 l=5.20 B500B5.20 34
38 Ø10 l=2.40 B500B2.40 1
39 Ø10 l=2.40 B500B2.40 1
40 Ø8 l=5.13 B500B5.13 46
41 Ø10 l=2.40 B500B2.40 34
42 Ø8 l=5.15 B500B5.15 33
43 Ø8 l=2.31 B500B2.31 35
IND CODE
Tel. Fax
Plate1...8Level ±0,00
Page 4/5
REINFORCEMENT QUANTITY SURVEY
Concrete : M 30 = 38.5 m3 Steel : B500B = 3950 kg
44 Ø10 l=90 B500B90 1
Pos. Reinforcement Shape Steel Number
45 Ø8 l=5.15 B500B5.15 20
IND CODE
Tel. Fax
Plate1...8Level ±0,00
Page 5/5
REINFORCEMENT QUANTITY SURVEY
Concrete : M 30 = 38.5 m3 Steel : B500B = 3950 kg
