RELAÇÃO DO AÇO
V1 V2V3
V4V5 V6
V7V8 V9
V10V11
AÇON DIAMQUANTC.UNIT C.TOTAL
(mm) (cm) (cm)
CA6015.0 903111100233
CA5028.01374 374
38.0 1 207 207
4 8.0 2 1132 2264
5 8.0 1 797 797
6 8.0 1 175 175
78.021193 2386
8 8.01197 197
9 8.02566 1132
10 8.0121198 14376
118.0 3 1200 3600
128.0 3 503 1509
13 8.0 3 578 1734
148.0 3 608 1824
15 8.01353 353
16 8.01182 182
178.0211362272
18 8.01180 180
19 8.01353 353
20 8.021139 2278
218.0 3 1105 3315
228.01298 298
23 8.01152 152
248.021163 2326
25 8.01148 148
26 8.01305 305
278.02713 1426
28 8.0 6 7054230
29 8.0 1 395 395
30 8.0 1 115 115
31 8.0 1 171 171
32 8.021130 2260
33 8.0 6 1168 7008
34 8.043611444
35 8.041081 4324
36 8.0 6 1119 6714
37 8.02341 682
38 8.0410434172
39 8.02534 1068
40 8.04256 1024
418.0 6 1145 6870
428.0 6 1871122
43 8.01393 393
448.01120 120
45 8.01176 176
46 8.021138 2276
478.01611 611
48 8.0184 84
49 8.021036 2072
50 8.01162 162
51 8.01351 351
52 8.02840 1680
RESUMO DO AÇO
AÇODIAM
(mm)
C.TOTAL
(m)
PESO + 10%
(kg)
CA50 8.0 936.9 406.6
CA60 5.0 1002.3 169.9
PESO TOTAL
(kg)
CA50 406.6
CA60 169.9
Volume de concreto (C-30) = 12.95 m³
Área de forma = 161.82 m²
P1
P2
P3
P4
P5
P6
20
535
20 x 40
40
485
20 x 40
40
530
20 x 40
40
530
20 x 40
40
502
20 x 40
20
208.5
13 N1 c/17
230
14 N1 c/17
96.5
6N1c/17
93.5
6N1c/17
230
14 N1 c/17
161.5
10 N1 c/17
163.5
10 N1 c/17
185
11 N1 c/17
181.5
11 N1 c/17
275.5
17 N1 c/17
254.5
15 N1 c/17
252.5
15 N1 c/17
249.5
15 N1 c/17
10
366
1 N2 ø8.0 C=374(1c)
50
1 N3 ø8.0 C=207(1c)
10
1124
2 N4 ø8.0 C=1132(1c)
50
1 N5 ø8.0 C=797(1c)
205
1 N6 ø8.0 C=175(1c)
2 N7 ø8.0 C=1193(1c)
190
1 N8 ø8.0 C=197(1c)
2 N9 ø8.0 C=566(1c)
21
1179
3 N10 ø8.0 C=1198(1c)
43
3 N11 ø8.0 C=1200(1c)
43
484
21
3 N12 ø8.0 C=503	(1c)
ESC 1:50V1
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
157 N1 ø5.0 C=111
280
P19
P20
30
525
20 x 40
20
198.5
12 N1 c/17
230
14 N1 c/17
96.5
6N1c/17
570
10
3 N13 ø8.0 C=578(1c)
21
570
21
3 N14 ø8.0 C=608(1c)
ESC 1:50V2
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
32 N1 ø5.0 C=111
280
P48
P49
P50
P51
P52
30
495.2
20 x 40
30
536.8
20 x 40
40
530
20 x 40
40
485
20 x 40
40
239.5
15 N1 c/17
255.7
16 N1 c/17
261.3
16 N1 c/17
275.5
17 N1 c/17
278.5
17 N1 c/17
251.5
15 N1 c/17
257.2
16 N1 c/17
227.8
14 N1 c/17
1 N15 ø8.0 C=353(1c)
190
1 N16 ø8.0 C=182(1c)
2 N17 ø8.0 C=1136(1c)
205
1 N18 ø8.0 C=180(1c)
190
1 N19 ø8.0 C=353(1c)
2 N20 ø8.0 C=1139(1c)
21
1179
3 N10 ø8.0 C=1198(1c)
43
1086
21
3 N21 ø8.0 C=1105	(1c)
ESC 1:50V3
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
126 N1 ø5.0 C=111
280
P19
P16
P11
P7
P1
30
395.1
20 x 40
40
427
20 x 40
40
407.5
20 x 40
40
407.5
20 x 40
40
198.6
12 N1 c/17
196.5
12 N1 c/17
223.5
14 N1 c/17
203.5
12 N1 c/17
206.5
13 N1 c/17
201
12 N1 c/17
219
13 N1 c/17
188.5
12 N1 c/17
1 N22 ø8.0 C=298(1c)
165
1 N23 ø8.0 C=152(1c)
2 N24 ø8.0 C=1163(1c)
150
1 N25 ø8.0 C=148(1c)
160
1 N26 ø8.0 C=305(1c)
2 N27 ø8.0 C=713(1c)
21
1179
3 N10 ø8.0 C=1198(1c)
43
686
21
3 N28 ø8.0 C=705	(1c)
ESC 1:50V4
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
100 N1 ø5.0 C=111
280
P48
P44
P40
30
564.8
20 x 40
30
470.6
20 x 40
40
239.5
15 N1 c/17
273
17 N1 c/17
52.3
4N1c/17
190.7
12 N1 c/17
279.9
17 N1 c/17
1 N29 ø8.0 C=395(1c)
1 N30 ø8.0 C=115(1c)
150
1 N31 ø8.0 C=171(1c)
2 N32 ø8.0 C=1130(1c)
21
1130
21
3 N33 ø8.0 C=1168(1c)
ESC 1:50V5
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
65 N1 ø5.0 C=111
280
P40
P36
P32
40
483
20 x 40
40
483
20 x 40
40
239.1
15 N1 c/17
243.9
15 N1 c/17
240.1
15 N1 c/17
242.9
15 N1 c/17
1 N34 ø8.0 C=361(1c)
180
1 N34 ø8.0 C=361(1c)
2 N35 ø8.0 C=1081(1c)
21
1081
21
3 N36 ø8.0 C=1119(1c)
ESC 1:50V6
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
60 N1 ø5.0 C=111
280
P32
P28
P21
40
473.6
20 x 40
40
657
20 x 40
40
229.1
14 N1 c/17
244.5
15 N1 c/17
215.5
13 N1 c/17
250
15 N1 c/17
191.5
12 N1 c/17
1 N37 ø8.0 C=341(1c)
2 N38 ø8.0 C=1043(1c)
180
1 N39 ø8.0 C=534(1c)
2 N40 ø8.0 C=256(1c)
21
1126
3 N41 ø8.0 C=1145(1c)
48
168
21
3 N42 ø8.0 C=187	(1c)
ESC 1:50V7
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
69 N1 ø5.0 C=111
280
P52
P45
P43
20
574.8
20 x 40
40
460.6
20 x 40
40
249.5
15 N1 c/17
273
17 N1 c/17
52.3
4N1c/17
180.7
11 N1 c/17
279.9
17 N1 c/17
10
385
1 N43 ø8.0 C=393(1c)
1 N44 ø8.0 C=120(1c)
145
1 N45 ø8.0 C=176(1c)
10
1130
2 N46 ø8.0 C=1138(1c)
21
1130
21
3 N33 ø8.0 C=1168(1c)
ESC 1:50V8
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
64 N1 ø5.0 C=111
280
P43
P39
P35
40
483
20 x 40
40
483
20 x 40
40
239.1
15 N1 c/17
243.9
15 N1 c/17
240.1
15 N1 c/17
242.9
15 N1 c/17
1 N34 ø8.0 C=360(1c)
180
1 N34 ø8.0 C=361(1c)
2 N35 ø8.0 C=1081(1c)
21
1081
21
3 N36 ø8.0 C=1119(1c)
ESC 1:50V9
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
60 N1 ø5.0 C=111
280
P35
P31
P27
40
473.6
20 x 40
40
657
20 x 40
40
229.1
14 N1 c/17
244.5
15 N1 c/17
215.5
13 N1 c/17
250
15 N1 c/17
191.5
12 N1 c/17
1 N37 ø8.0 C=341(1c)
2 N38 ø8.0 C=1043(1c)
180
1 N39 ø8.0 C=535(1c)
2 N40 ø8.0 C=256(1c)
21
1126
3 N41 ø8.0 C=1145(1c)
48
168
21
3 N42 ø8.0 C=187	(1c)
ESC 1:50V10
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
69 N1 ø5.0 C=111
280
P26
P18
P14
P8
P6
40
329.5
20 x 40
40
387.6
20 x 40
40
437
20 x 40
40
473
20 x 40
40
225.5
14 N1 c/17
104
7N1c/17
134.1
8 N1 c/17
171
11 N1 c/17
82.5
5N1c/17
174.5
11 N1 c/17
262.5
16 N1 c/17
243.5
15 N1 c/17
229.5
14 N1 c/17
130
1 N47 ø8.0 C=611(1c)
45
1 N48 ø8.0 C=84(1c)
2 N49 ø8.0 C=1036(1c)
140
1 N50 ø8.0 C=162(1c)
180
1 N51 ø8.0 C=351(1c)
2 N52 ø8.0 C=840(1c)
21
1179
3 N10 ø8.0 C=1198(1c)
43
686
21
3 N28 ø8.0 C=705	(1c)
ESC 1:50V11
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
101 N1 ø5.0 C=111
280
escala 1:50
01
CENTRO DE EVENTOS
PROJETO ESTRUTURAL
PAVIMENTO NÍVEL 1
Escala: 1/50
DESENHO
VIGAS
FOLHA
01/01
Gustavo Ribeiro da Silva
CREA/RS 208.184
Engenheiro Civil, Me. 
Data: 14/09/18 Desenho:
Unidade: cm
Revisão: 0
54 - 9 81390048
EXTERNO: 1189 x 841 mm.
FORMATO A0 - INTERNO: 1049 x 821 mm.
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION