Autodesk Robot Structural Analysis Professional 2014
5
2900 185 15 15 85 185 15 15 270 15 15 70 15 15 135 535 15 15 185 200 385 15 15 170 15 15 185 100 2600 185 15 15 170 15 15 185 385 15 15 670 15 15 270 15 15 185 185 15 15 185 D1 0.20 D2 0.20 D3 0.20 D4 0.20 D5 0.20 D6 0.20 D7 0.20 D8 0.20 D9 0.20 D10 0.20 D11 0.20 D12 0.20 D13 0.20 D14 0.20 D15 0.20 D16 0.20 D17 0.20 , Tel. Fax Concrete : C25/30 = 115 m3 Formwork = 573 m2 Cover top = 3 cm bottom = 3 cm Level Level ±0,00 Subject: Structure Element: Plate2...19 Drawing: SLAB FORMWORK Scale : 1/200 Date : 30/01/16 Page 1/5
description
fhd
Transcript of Autodesk Robot Structural Analysis Professional 2014
2900
1851515
85185
1515
2701515701515
135535
1515
185200
3851515
1701515
185100
2600
185 1515
17015 15
185
385
15 1567
01515
270
15 1518
518
515 1518
5
D10.20
D20.20
D30.20
D40.20
D50.20
D60.20
D70.20
D80.20
D90.20
D100.20
D110.20
D120.20
D130.20
D140.20
D150.20
D160.20
D170.20
, Tel. Fax Concrete : C25/30 = 115 m3
Formwork = 573 m2
Covertop = 3 cm
bottom = 3 cmLevel Level ±0,00Subject: Structure
Element: Plate2...19Drawing: SLAB FORMWORK Scale : 1/200 Date : 30/01/16 Page 1/5
2900
1851515
85185
1515
2701515701515
135535
1515
185200
3851515
1701515
185100
2600
185 1515
17015 15
185
385
15 1567
01515
270
15 1518
518
515 1518
5
310Ø2*7
l=342e=15
310Ø2*7
l=342e=15
840Ø10l=480e=15
8133Ø10l=480e=5*10
10Ø3*2l=357e=15
1010Ø3*2
l=357e=15
1010Ø3*2
l=357e=15
1010Ø3*2
l=357e=15
1447Ø10l=244e=15
1510Ø14
l=439e=15
1510Ø14
l=439e=15
1510Ø13
l=439e=15
154*10Ø10l=439e=15
1510Ø13
l=439e=15
154*10Ø10l=439e=15
1613Ø10l=208e=15
167Ø10l=208e=15
1740Ø10l=544e=15
1710Ø3*18
l=544e=15
1710Ø40
l=544e=15
1920Ø10l=445e=15
1920Ø10l=445e=15
1933Ø10l=445e=15
1933Ø10l=445e=15
198*1Ø10l=445e=15
198*1Ø10l=445e=15
198*5Ø10l=445e=15
198*5Ø10l=445e=15
204*10Ø10l=410e=15
204*10Ø10l=410e=15
2010Ø47
l=410e=15
2047Ø10l=410e=15
2013Ø10l=410e=15
2010Ø33
l=410e=15
2010Ø33
l=410e=15
2026Ø10l=410e=15
2026Ø10l=410e=15
204*3Ø10l=410e=15
204*3Ø10l=410e=15
2047Ø10l=410e=15
2047Ø10l=410e=15
2013Ø10l=410e=15
2067Ø10l=410e=15
2067Ø10l=410e=15
2013Ø10l=410e=15
2013Ø10l=410e=15
2113Ø10l=144e=15
2210Ø14
l=231e=5*
2310Ø6
l=395e=15
2310Ø6
l=395e=15
2310Ø6
l=395e=15
2310Ø6
l=395e=15
2410Ø37
l=218e=15
2810Ø2*30
l=444e=15*
2810Ø37
l=444e=15
2810Ø2*3
l=444e=15*
298Ø10l=194e=15
3110Ø2*2
l=392e=15
3110Ø2*2
l=392e=15
3210Ø6
l=407e=15
3210Ø6
l=407e=15
3210Ø47
l=407e=15
3210Ø47
l=407e=15
3413Ø10l=608e=15
3413Ø10l=608e=15
3437Ø10l=608e=15
382*7Ø10l=449e=15
382*7Ø10l=449e=1539
2*13Ø10l=470e=15
39 l=470e=15
4113Ø10l=339e=15
4113Ø10l=339e=15
4113Ø10l=339e=15
4114Ø10l=339e=15
4114Ø10l=339e=1541
10Ø7l=339e=15
4113Ø10l=339e=15
4110Ø7
l=339e=15
416Ø10l=339e=15
416Ø10l=339e=15
442*20Ø10l=460e=15
442*6Ø10l=460e=15
442*6Ø10l=460e=15
442*20Ø10l=460e=15
4410Ø47
l=460e=15
4447Ø10l=460e=15
4813Ø10l=381e=15
482*13Ø10l=381e=15
4947Ø10l=344e=15
497Ø10l=344e=1549
33Ø10l=344e=15
4913Ø10l=344e=15
492*7Ø10l=344e=15
532*20Ø10l=407e=15
532*20Ø10l=407e=15
58 l=560e=15
58 l=560e=15
6080Ø10l=413e=5*
6713Ø10l=360e=15
6726Ø10l=360e=15
6726Ø10l=360e=1567
13Ø10l=360e=15
727Ø10l=374e=15
72 l=374e=15
7527Ø10l=524e=15
7527Ø10l=524e=15
787Ø10l=131e=5*
797Ø10l=181e=5*
8211Ø10l=94e=5*
, Tel. Fax Concrete : C25/30 = 115 m3
Steel B500B = 24600 kg
Covertop = 3 cm
bottom = 3 cmLevel Level ±0,00Subject: Structure
Element: Plate2...19Drawing: BOTTOM SLAB REINFORCEMENT Scale : 1/200 Date : 30/01/16 Page 2/5
2900
1851515
85185
1515
2701515701515
135535
1515
185200
3851515
1701515
185100
2600
185 1515
17015 15
185
385
15 1567
01515
270
15 1518
518
515 1518
5
118Ø21
l=494e=15*
118Ø21
l=494e=15*
240Ø16l=563e=15
240Ø16l=563e=15
240Ø16l=563e=15
42*20Ø16l=541e=15
42*20Ø16l=541e=15
520Ø16l=284e=5*
646Ø18l=544e=15*
646Ø18l=544e=15*
67Ø18l=544e=15
67Ø18l=544e=15
746Ø18l=571e=15*
746Ø18l=571e=15*
77Ø18l=571e=15
77Ø18l=571e=15
918Ø21
l=521e=15*
918Ø21
l=521e=15*
117Ø16l=215e=15
1113Ø16l=215e=15
1218Ø2*7
l=477e=15
1218Ø2*7
l=477e=15
1318Ø14
l=504e=15
182*4Ø16l=565e=15
182*4Ø16l=565e=15
2516Ø13
l=491e=15
2516Ø13
l=491e=15
2620Ø18l=164e=5*
2718Ø37
l=615e=15 30
12Ø16l=530e=15
3012Ø16l=530e=15
3016Ø12
l=530e=15
3016Ø12
l=530e=15 30
23Ø16l=530e=15*
3023Ø16l=530e=15*
3016Ø17
l=530e=15 30
17Ø16l=530e=15
3316Ø13
l=513e=15
3313Ø16l=513e=15
3518Ø14
l=133e=5*
3518Ø7
l=133e=5*
3520Ø18l=133e=5*
3618Ø13
l=565e=15*
3618Ø13
l=565e=15*
366Ø18l=565e=15*
3618Ø6
l=565e=15*
3718Ø13
l=591e=15*
3718Ø13
l=591e=15*
3718Ø6*1
l=591e=15*
3718Ø6*1
l=591e=15*
3718Ø13
l=591e=15*
3718Ø6*1
l=591e=15*
402*7Ø16l=465e=15
402*7Ø16l=465e=15
426Ø18l=471e=15
4221Ø18l=471e=15*
4221Ø18l=471e=15*
426Ø18l=471e=15
4321Ø18l=444e=15*
4321Ø18l=444e=15*
436Ø18l=444e=15
436Ø18l=444e=15
452*4Ø16l=440e=15
452*4Ø16l=440e=15
468Ø16l=463e=15
472*6Ø16l=508e=15
472*6Ø16l=508e=15
5037Ø16l=547e=15
5037Ø16l=547e=15
5037Ø16l=547e=15
50 l=547e=15
5010Ø16l=547e=15
5010Ø16l=547e=15
5010Ø16l=547e=15
5010Ø16l=547e=15
5118Ø2*3
l=444e=15
5118Ø2*3
l=444e=15
5218Ø6
l=471e=15
5420Ø16l=368e=5*
5537Ø16l=524e=15
5537Ø16l=524e=15
552*5Ø16l=524e=15
552*5Ø16l=524e=15
5618Ø27
l=541e=15
5610Ø18l=541e=15
5610Ø18l=541e=15
5618Ø27
l=541e=15
5718Ø27
l=514e=15
5718Ø27
l=514e=15
5710Ø18l=514e=15
5710Ø18l=514e=15
5913Ø16l=378e=5*
6118Ø10
l=551e=15
6110Ø18l=551e=15
6110Ø18l=551e=15
622*5Ø18l=525e=15
622*5Ø18l=525e=15
6360Ø16l=234e=5*
6420Ø16l=250e=5*
6580Ø16l=309e=5*
6619Ø18l=395e=5*
6820Ø16l=429e=5*
6960Ø16l=378e=5*
7013Ø18l=257e=5*
7119Ø16l=615e=15*
717Ø16l=615e=15
737Ø18l=393e=15
73 l=393e=15
7413Ø16l=428e=5*
7627Ø16l=325e=5*
7713Ø16l=200e=5*
8014Ø18l=457e=5*
8113Ø18l=407e=5*
, Tel. Fax Concrete : C25/30 = 115 m3
Steel B500B = 24600 kg
Covertop = 3 cm
bottom = 3 cmLevel Level ±0,00Subject: Structure
Element: Plate2...19Drawing: TOP SLAB REINFORCEMENT Scale : 1/200 Date : 30/01/16 Page 3/5
1 42Ø18 l=494 00 B500B
13 485
Pos. Reinforcement Code Shape Steel
2 120Ø16 l=563 00 B500B563
3 28Ø10 l=342 00 B500B8
336
4 80Ø16 l=541 00 B500B
13531
5 20Ø16 l=284 00 B500B284
6 106Ø18 l=544 00 B500B
13535
7 106Ø18 l=571 00 B500B571
8 173Ø10 l=480 00 B500B481
9 42Ø18 l=521 00 B500B521
10 24Ø10 l=357 00 B500B357
11 20Ø16 l=215 00 B500B
13 196
12 28Ø18 l=477 00 B500B
13 468
13 14Ø18 l=504 00 B500B504
14 47Ø10 l=244 00 B500B8
238
15 134Ø10 l=439 00 B500B439
16 20Ø10 l=208 00 B500B
8
196
17 134Ø10 l=544 00 B500B8
538
18 16Ø16 l=565 00 B500B
13555
19 202Ø10 l=445 00 B500B8
439
Pos. Reinforcement Code Shape Steel
20 596Ø10 l=410 00 B500B410
21 13Ø10 l=144 00 B500B8
138
22 14Ø10 l=231 00 B500B231
23 24Ø10 l=395 00 B500B8
389
24 37Ø10 l=218 00 B500B8
212
25 26Ø16 l=491 00 B500B
13 481
26 20Ø18 l=164 00 B500B164
27 37Ø18 l=615 00 B500B
13 596
28 103Ø10 l=444 00 B500B8
438
29 8Ø10 l=194 00 B500B8
188
30 128Ø16 l=530 00 B500B530
31 8Ø10 l=392 00 B500B8
386
32 106Ø10 l=407 00 B500B407
33 26Ø16 l=513 00 B500B513
34 63Ø10 l=608 00 B500B
8
596
35 41Ø18 l=133 00 B500B133
36 38Ø18 l=565 00 B500B
13555
37 57Ø18 l=591 00 B500B591
Pos. Reinforcement Code Shape Steel
38 28Ø10 l=449 00 B500B8
443
39 52Ø10 l=470 00 B500B8
464
40 28Ø16 l=465 00 B500B
13455
41 106Ø10 l=339 00 B500B339
42 54Ø18 l=471 00 B500B471
43 54Ø18 l=444 00 B500B
13435
44 198Ø10 l=460 00 B500B460
45 16Ø16 l=440 00 B500B
13431
46 8Ø16 l=463 00 B500B463
47 24Ø16 l=508 00 B500B
13498
48 39Ø10 l=381 00 B500B381
49 114Ø10 l=344 00 B500B8
338
50 188Ø16 l=547 00 B500B547
51 12Ø18 l=444 00 B500B
13 435
52 6Ø18 l=471 00 B500B471
53 80Ø10 l=407 00 B500B407
54 20Ø16 l=368 00 B500B368
, Tel. Fax Concrete : C25/30 = 115 m3
Steel B500B = 24600 kg
Covertop = 3 cm
bottom = 3 cmLevel Level ±0,00Subject: Structure
Element: Plate2...19Drawing: REINFORCEMENT QUANTITY SURVEY Date : 30/01/16 Page 4/5
55 94Ø16 l=524 00 B500B
13 515
Pos. Reinforcement Code Shape Steel
56 74Ø18 l=541 00 B500B541
57 74Ø18 l=514 00 B500B
13505
58 94Ø10 l=560 00 B500B560
59 13Ø16 l=378 00 B500B378
60 80Ø10 l=413 00 B500B413
61 30Ø18 l=551 00 B500B551
62 20Ø18 l=525 00 B500B
13515
63 60Ø16 l=234 00 B500B234
64 20Ø16 l=250 00 B500B
13 240
65 80Ø16 l=309 00 B500B309
66 19Ø18 l=395 00 B500B395
67 78Ø10 l=360 00 B500B360
68 20Ø16 l=429 00 B500B429
69 60Ø16 l=378 00 B500B378
70 13Ø18 l=257 00 B500B257
71 26Ø16 l=615 00 B500B
13 596
72 14Ø10 l=374 00 B500B
8
368
73 14Ø18 l=393 00 B500B
13384
Pos. Reinforcement Code Shape Steel
74 13Ø16 l=428 00 B500B428
75 54Ø10 l=524 00 B500B8
518
76 27Ø16 l=325 00 B500B324
77 13Ø16 l=200 00 B500B
13 190
78 7Ø10 l=131 00 B500B131
79 7Ø10 l=181 00 B500B181
80 14Ø18 l=457 00 B500B457
81 13Ø18 l=407 00 B500B407
82 11Ø10 l=94 00 B500B8
88
, Tel. Fax Concrete : C25/30 = 115 m3
Steel B500B = 24600 kg
Covertop = 3 cm
bottom = 3 cmLevel Level ±0,00Subject: Structure
Element: Plate2...19Drawing: REINFORCEMENT QUANTITY SURVEY Date : 30/01/16 Page 5/5
