AltoQi Eberick V8 Gold
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Transcript of AltoQi Eberick V8 Gold
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P1 P2 P3 P4 P5
20 347.220 x 40
20 497.820 x 40
20 39820 x 40
20 36220 x 40
20
347.218 N1 c/20
497.825 N1 c/20
39820 N1 c/20
36219 N1 c/20
4113
1 N6 6.3 C=91
600
30 (1c)
(1c)
2 N7 6.3 C=222 e=30 110 (1c)
(1c)
2 N8 6.3 C=268 e=30
10 8922 N9 6.3 C=901 (1c)
95 (1c)
(1c)
2 N10 6.3 C=223 e=25 85 (1c)
(1c)
2 N11 6.3 C=237 e=30
2 N12 6.3 C=807 (1c)
1 N44 8.0 C=195 (1c)
120
10 4741 N45 8.0 C=482 (1c)
(1c)(1c)2 N46 8.0 C=200 e=20
100454 10
1 N47 8.0 C=462(1c)
10 11902 N48 8.0 C=1198 (1c)
55 56410
2 N49 8.0 C=572(1c)
ESC 1:50V1
A
A
SEO A-AESC 1:25
4
0
20
14
34
82 N1 5.0 C=107
P15 P16
20 34620 x 40
20
34618 N1 c/20
4113
1 N6 6.3 C=91
4113
1 N6 6.3 C=91
600
30 (1c)
(1c)
2 N13 6.3 C=291 e=30
10 380 102 N14 6.3 C=397 (1c)
10 380 104 N14 6.3 C=397 (1c)
ESC 1:50V4
A
A
SEO A-AESC 1:25
4
0
20
14
34
18 N1 5.0 C=107
P15 P13 P6 P1
20 284.220 x 40
20 374.820 x 40
20 49720 x 40
20
284.215 N1 c/20
374.819 N1 c/20
49725 N1 c/20
4113
1 N6 6.3 C=91
600
10 1761 N15 6.3 C=185 (1c)
10 2561 N16 6.3 C=265 (1c)
40 (1c)
(1c)
2 N17 6.3 C=250 e=30
10 7062 N18 6.3 C=715 (1c)
110 (1c)
(1c)
2 N19 6.3 C=297 e=40524 10
2 N20 6.3 C=533 (1c)
10 4261 N21 6.3 C=435 (1c)
10 4061 N22 6.3 C=415 (1c)
10 4612 N23 6.3 C=470 (1c)
1 N61 10.0 C=200 (1c)
110107 29
1 N62 10.0 C=134(1c)
699 29
2 N63 10.0 C=726(1c)
2 N2 5.0 C=90
ESC 1:50V5
A
A
SEO A-AESC 1:25
4
0
20
14
34
59 N1 5.0 C=107
P16 V13 P7 P2
20 294.220 x 40
384.820 x 40
20 49720 x 40
20
284.215 N1 c/20
374.819 N1 c/20
49725 N1 c/20
4113
1 N6 6.3 C=91
4113
1 N6 6.3 C=91
600
70 1 N24 6.3 C=214 (1c) 45 1 N25 6.3 C=245 (1c)
10 6361 N26 6.3 C=645 (1c)
10 7302 N27 6.3 C=739 (1c)
548 104 N28 6.3 C=557 (1c)
38 2172 N64 10.0 C=253 (1c)
1 N50 8.0 C=190 (1c)
90
1 N51 8.0 C=515 (1c)
70
117 30
1 N52 8.0 C=145(1c)
1009 30
2 N53 8.0 C=1037(1c)
2 N3 5.0 C=24
ESC 1:50V6
A
A
SEO A-AESC 1:25
4
0
20
14
34
59 N1 5.0 C=107
P10 P5
20 49620 x 40
20
49625 N1 c/20
4113
1 N6 6.3 C=91
600
60 (1c)
(1c)
2 N29 6.3 C=381 e=40
10 530 102 N30 6.3 C=547 (1c)
47530
47
2 N70 12.5 C=618 (1c)
ESC 1:50V9
A
A
SEO A-AESC 1:25
4
0
20
14
34
25 N1 5.0 C=107
P11 V12
20 159.420 x 50
139.37 N4 c/20
4113
1 N6 6.3 C=91
4113
1 N6 6.3 C=91
600
12 173 122 N65 10.0 C=192 (1c)
36 173 36
2 N66 10.0 C=240 (1c)
ESC 1:50V10
A
A
SEO A-AESC 1:25
5
0
20
14
44
7 N4 5.0 C=127
P14 P12 P11
27.1 238.420 x 40
23.8 313.420 x 40
20.1
277.514 N1 c/20
325.317 N1 c/20
600
134 1 N31 6.3 C=129 (1c) 110 1 N32 6.3 C=180 (1c)617 10
3 N33 6.3 C=626 (1c)
35 4192 N67 10.0 C=452 (1c)
77 101 N34 6.3 C=86(1c)
137 103 N35 6.3 C=146(1c)
2 N5 5.0 C=80
ESC 1:50V11
A
A
SEO A-AESC 1:25
4
0
20
14
34
31 N1 5.0 C=107
P7 P8 V10 P9 P10
20 49820 x 40
20 39820 x 40
20 36220 x 40
20
49825 N1 c/20
39820 N1 c/20
36219 N1 c/20
4113
1 N6 6.3 C=91
600
90 (1c)
(1c)
2 N36 6.3 C=273 e=40 65 1 N37 6.3 C=213 (1c)
1 N38 6.3 C=418 (1c)
2 N39 6.3 C=943 (1c)
105 (1c)
(1c)
2 N11 6.3 C=237 e=30
389 102 N40 6.3 C=398 (1c)
26 1021 N54 8.0 C=126 (1c)
1 N55 8.0 C=210 (1c)
130
1 N56 8.0 C=185 (1c)
110
1 N57 8.0 C=628 (1c)
90
77 101 N58 8.0 C=85(1c)
26 11742 N59 8.0 C=1198 (1c)
60 21810
2 N60 8.0 C=226(1c)
ESC 1:50V12
A
A
SEO A-AESC 1:25
4
0
20
14
34
64 N1 5.0 C=107
SUSPENSO V10ESC 1:25
54
44
141 N68 10.0 C=201
V6 P14
112.820 x 50
20
112.86N4c/20
600
10 1272 N69 10.0 C=135 (1c)
104 101 N41 6.3 C=113(2c)
107 102 N42 6.3 C=116(1c)44
127 103 N43 6.3 C=178 (1c)
ESC 1:50V13
A
A
SEO A-AESC 1:25
5
0
20
14
44
6 N4 5.0 C=127
RELAO DO AO
V1 V4 V5V6 V9 V10V11 V12 V13
AO N DIAM Q UNIT C.TOTAL(cm) (cm)
CA60 1 5.0 338 107 361662 5.0 2 90 1803 5.0 2 24 484 5.0 13 127 16515 5.0 2 80 160
CA50 6 6.3 10 91 9107 6.3 2 222 4448 6.3 2 268 5369 6.3 2 901 1802
10 6.3 2 223 44611 6.3 4 237 94812 6.3 2 807 161413 6.3 2 291 58214 6.3 6 397 238215 6.3 1 185 18516 6.3 1 265 26517 6.3 2 250 50018 6.3 2 715 143019 6.3 2 297 59420 6.3 2 533 106621 6.3 1 435 43522 6.3 1 415 41523 6.3 2 470 94024 6.3 1 214 21425 6.3 1 245 24526 6.3 1 645 64527 6.3 2 739 147828 6.3 4 557 222829 6.3 2 381 76230 6.3 2 547 109431 6.3 1 129 12932 6.3 1 180 18033 6.3 3 626 187834 6.3 1 86 8635 6.3 3 146 43836 6.3 2 273 54637 6.3 1 213 21338 6.3 1 418 41839 6.3 2 943 188640 6.3 2 398 79641 6.3 1 113 11342 6.3 2 116 23243 6.3 3 178 53444 8.0 1 195 19545 8.0 1 482 48246 8.0 2 200 40047 8.0 1 462 46248 8.0 2 1198 239649 8.0 2 572 114450 8.0 1 190 19051 8.0 1 515 51552 8.0 1 145 14553 8.0 2 1037 207454 8.0 1 126 12655 8.0 1 210 21056 8.0 1 185 18557 8.0 1 628 62858 8.0 1 85 8559 8.0 2 1198 239660 8.0 2 226 45261 10.0 1 200 20062 10.0 1 134 13463 10.0 2 726 145264 10.0 2 253 50665 10.0 2 192 38466 10.0 2 240 48067 10.0 2 452 90468 10.0 1 201 20169 10.0 2 135 27070 12.5 2 618 1236
RESUMO DO AO
AO DIAM C.TOTAL PESO+10%(m) (kg)
CA50 6.3 296.1 79.78.0 120.8 52.5
10.0 45.3 30.712.5 12.4 13.1
CA60 5.0 382.0 64.8PESO TOTAL
CA50 176.0CA60 64.8
Vol. concreto (C-25) = 5.96 m
rea de forma total = 74.35 m