Autodesk_robot_structural_analysis_profe.pdf
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- Words: 335
- Pages: 4
1515 5.70
6.00
D1
1515
0.20
1515
5.70
15 15
5.70
1515
12.00
,
Level Subject:
Tel.
Story 1 Slab01
Fax
Element: Plate15 Drawing:
SLAB FORMWORK
Concrete : C20/25 = 14.4 m3
Cover top = 4 cm
Formwork = 72 m2 Scale : 1/75
Date : 10/02/15
bottom = 4 cm Page 1/4
30Ø8 l=1194 e=20
15
8
5.70
60Ø8 l=594 e=20
15
6.00
9
5.70
15 15
5.70
15
12.00
,
Level Subject:
Tel.
Story 1 Slab01
Fax
Element: Plate15 Drawing: BOTTOM SLAB REINFORCEMENT
Concrete : C20/25 = 14.4 m3
Cover top = 4 cm
Steel B500C = 458 kg Scale : 1/75
Date : 10/02/15
bottom = 4 cm Page 2/4
2*5Ø10 l=166 e=38
4
3Ø10 l=1194 e=38
2Ø10 l=538 e=38
3
6Ø10 l=338 e=38
2
15
1
5 5
6
6 7
5.70
6.00
7Ø10 l=166 e=40 2Ø10 l=266 e=40 3*2Ø10 l=594 e=40
7
6
6
1
1
3*1Ø10 l=594 e=40
2Ø10 l=266 e=40 7Ø10 l=166 e=40
7
15
2Ø10 l=266 e=40 7Ø10 l=166 e=40 3*1Ø10 l=594 e=40
7Ø10 l=166 e=40 2Ø10 l=266 e=40
3 5.70
2Ø10 l=538 e=38
4
3Ø10 l=1194 e=38
15 15
1
5.70
2*5Ø10 l=166 e=38
15
12.00
,
Level Subject:
Tel.
Story 1 Slab01
Fax
Element: Plate15 Drawing: TOP SLAB REINFORCEMENT
Concrete : C20/25 = 14.4 m3
Cover top = 4 cm
Steel B500C = 458 kg Scale : 1/75
Date : 10/02/15
bottom = 4 cm Page 3/4
Pos.
Reinforcement
Code
Shape
Steel
1
34Ø10
l=166
00
166
B500C
2
6Ø10
l=338
00
338
B500C
3
4Ø10
l=538
00
538
B500C
4
6Ø10
l=1194
00
1194
B500C
5
14Ø10
l=166
00
166
B500C
6
8Ø10
l=266
00
266
B500C
7
12Ø10
l=594
00
594
B500C
8
30Ø8
l=1194
00
1194
B500C
9
60Ø8
l=594
00
594
B500C
,
Level Subject:
Tel.
Story 1 Slab01
Fax
Element: Plate15 Drawing:
REINFORCEMENT QUANTITY SURVEY
Concrete : C20/25 = 14.4 m3
Cover top = 4 cm
Steel B500C = 458 kg Date : 10/02/15
bottom = 4 cm Page 4/4
6.00
D1
1515
0.20
1515
5.70
15 15
5.70
1515
12.00
,
Level Subject:
Tel.
Story 1 Slab01
Fax
Element: Plate15 Drawing:
SLAB FORMWORK
Concrete : C20/25 = 14.4 m3
Cover top = 4 cm
Formwork = 72 m2 Scale : 1/75
Date : 10/02/15
bottom = 4 cm Page 1/4
30Ø8 l=1194 e=20
15
8
5.70
60Ø8 l=594 e=20
15
6.00
9
5.70
15 15
5.70
15
12.00
,
Level Subject:
Tel.
Story 1 Slab01
Fax
Element: Plate15 Drawing: BOTTOM SLAB REINFORCEMENT
Concrete : C20/25 = 14.4 m3
Cover top = 4 cm
Steel B500C = 458 kg Scale : 1/75
Date : 10/02/15
bottom = 4 cm Page 2/4
2*5Ø10 l=166 e=38
4
3Ø10 l=1194 e=38
2Ø10 l=538 e=38
3
6Ø10 l=338 e=38
2
15
1
5 5
6
6 7
5.70
6.00
7Ø10 l=166 e=40 2Ø10 l=266 e=40 3*2Ø10 l=594 e=40
7
6
6
1
1
3*1Ø10 l=594 e=40
2Ø10 l=266 e=40 7Ø10 l=166 e=40
7
15
2Ø10 l=266 e=40 7Ø10 l=166 e=40 3*1Ø10 l=594 e=40
7Ø10 l=166 e=40 2Ø10 l=266 e=40
3 5.70
2Ø10 l=538 e=38
4
3Ø10 l=1194 e=38
15 15
1
5.70
2*5Ø10 l=166 e=38
15
12.00
,
Level Subject:
Tel.
Story 1 Slab01
Fax
Element: Plate15 Drawing: TOP SLAB REINFORCEMENT
Concrete : C20/25 = 14.4 m3
Cover top = 4 cm
Steel B500C = 458 kg Scale : 1/75
Date : 10/02/15
bottom = 4 cm Page 3/4
Pos.
Reinforcement
Code
Shape
Steel
1
34Ø10
l=166
00
166
B500C
2
6Ø10
l=338
00
338
B500C
3
4Ø10
l=538
00
538
B500C
4
6Ø10
l=1194
00
1194
B500C
5
14Ø10
l=166
00
166
B500C
6
8Ø10
l=266
00
266
B500C
7
12Ø10
l=594
00
594
B500C
8
30Ø8
l=1194
00
1194
B500C
9
60Ø8
l=594
00
594
B500C
,
Level Subject:
Tel.
Story 1 Slab01
Fax
Element: Plate15 Drawing:
REINFORCEMENT QUANTITY SURVEY
Concrete : C20/25 = 14.4 m3
Cover top = 4 cm
Steel B500C = 458 kg Date : 10/02/15
bottom = 4 cm Page 4/4
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