RELAÇÃO DO AÇO
V9 V10V11
V12V13V14
V15 V16V17
V18 V19 V20
V21
AÇON DIAMQUANTC.UNIT C.TOTAL
(mm) (cm) (cm)
CA6015.0 70511178255
25.02225 450
3 5.02610 1220
4 5.0 2 296 592
5 5.02 272544
6 5.04295 1180
75.02297 594
8 5.0 2 297 594
9 5.02270 540
10 5.02297 594
115.02342 684
125.02235 470
13 5.0 2 252 504
145.02260 520
15 5.02235 470
CA50 16 6.3 6 950 5700
178.02250 500
18 8.02533 1066
19 8.01445 445
20 8.021120 2240
218.01 242 242
22 8.0 2 529 1058
23 8.01266 266
248.02551 1102
25 8.0781 567
26 8.0 6141846
27 8.0 7 83 581
28 8.0 10 143 1430
29 8.02267 534
30 8.0 6 557 3342
31 8.04168 672
32 8.0 8 146 1168
33 8.01270 270
34 8.0 6 550 3300
35 8.01267 267
36 8.0 2 557 1114
37 8.02265 530
38 8.0186 86
39 8.02103 206
40 8.04163 652
41 8.0 1 272 272
428.025571114
43 8.0 3 126 378
448.01307 307
45 8.0 3 97 291
46 8.02166 332
478.0178 78
48 8.01380 380
49 8.02573 1146
50 8.0 1 220 220
51 8.01540 540
52 8.02623 1246
53 8.01230 230
54 8.01 277 277
55 8.0 2 1100 2200
56 8.01240 240
57 8.021103 2206
58 8.01108 108
59 8.01145 145
60 8.02315 630
61 8.0 3 170 510
62 8.02355 710
63 8.02330 660
64 8.0 2 93 186
65 8.02153 306
66 8.01210 210
67 8.01 222 222
68 8.02900 1800
69 8.0 2 223 446
70 8.01198 198
718.02903 1806
728.01180 180
73 8.01209 209
748.01201 201
75 8.01191 191
76 8.021200 2400
778.02671 1342
78 10.0 2 141 282
79 10.02175 350
80 10.02495 990
81 10.02837 1674
RESUMO DO AÇO
AÇODIAM
(mm)
C.TOTAL
(m)
PESO + 10%
(kg)
CA50 6.3 57 15.3
8.0 464 201.4
10.0 3322.4
CA60 5.0 872.1 147.9
PESO TOTAL
(kg)
CA50 239.1
CA60 147.9
Volume de concreto (C-30) = 9.50 m³
Área de forma = 118.72 m²
P21
P23
P25
P27
20
505
20 x 40
40
1100
20 x 40
40
501.9
20 x 40
20
505
30 N1 c/17
1100
65 N1 c/17
501.9
30 N1 c/17
95
1 N17 ø8.0 C=250(1c)
2 N18 ø8.0 C=533(1c)
350
1 N19 ø8.0 C=445(1c)
10
2 N20 ø8.0 C=1120(1c)
220
1 N21 ø8.0 C=242(1c)
10
2 N22 ø8.0 C=529(1c)
25
118
2 N78 ø10.0 C=141(1c)
1 N79 ø10.0 C=175(1c)
115
2 N80 ø10.0 C=495(1c)
275
1 N79 ø10.0 C=175(1c)
60
814
25
2 N81 ø10.0 C=837	(1c)
2 N2 ø5.0 C=225
2 N3 ø5.0 C=610
ESC 1:50
V9
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
125 N1 ø5.0 C=111
0
P28
P29
20
505.6
20 x 40
30
505.6
30 N1 c/17
140
1 N23 ø8.0 C=266(1c)
2 N24 ø8.0 C=551(1c)
10
73
1 N25 ø8.0 C=81(1c)
10
133
2 N26 ø8.0 C=141(1c)
1 N27 ø8.0 C=83(1c)
2 N28 ø8.0 C=143(1c)
2 N4 ø5.0 C=296
ESC 1:50
V10
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
30 N1 ø5.0 C=111
0
P30
P31
30
511.7
20 x 40
20
511.7
31 N1 c/17
160
1 N29 ø8.0 C=267(1c)
2 N30 ø8.0 C=557(1c)
1 N27 ø8.0 C=83(1c)
2 N31 ø8.0 C=168(1c)
73
10
1 N25 ø8.0 C=81	(1c)
138
10
2 N32 ø8.0 C=146	(1c)
2 N5 ø5.0 C=272
ESC 1:50
V11
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
31 N1 ø5.0 C=111
0
P32
P33
20
505.1
20 x 40
30
505.1
30 N1 c/17
145
1 N33 ø8.0 C=270(1c)	2 N34 ø8.0 C=550(1c)
10
73
1 N25 ø8.0 C=81(1c)
10
133
2 N26 ø8.0 C=141(1c)
1 N27 ø8.0 C=83(1c)
2 N28 ø8.0 C=143(1c)
2 N6 ø5.0 C=295
ESC 1:50
V12
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
30 N1 ø5.0 C=111
0
P34
P35
30
511.8
20 x 40
20
511.8
31 N1 c/17
155
1 N35 ø8.0 C=267(1c)
2 N36 ø8.0 C=557(1c)
1 N27 ø8.0 C=83(1c)
2 N28 ø8.0 C=143(1c)
73
10
1 N25 ø8.0 C=81	(1c)
138
10
2 N32 ø8.0 C=146	(1c)
2 N7 ø5.0 C=297
ESC 1:50
V13
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
31 N1 ø5.0 C=111
0
P36
P37
20
505.1
20 x 40
30
505.1
30 N1 c/17
145
1 N37 ø8.0 C=265(1c)	2 N34 ø8.0 C=550(1c)
10
73
1 N25 ø8.0 C=81(1c)
10
133
2 N26 ø8.0 C=141(1c)
1 N27 ø8.0 C=83(1c)
2 N28 ø8.0 C=143(1c)
2 N6 ø5.0 C=295
ESC 1:50
V14
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
30 N1 ø5.0 C=111
0
P38
P39
30
511.6
20 x 40
20
511.6
31 N1 c/17
155
1 N29 ø8.0 C=267(1c)
2 N30 ø8.0 C=557(1c)
1 N27 ø8.0 C=83(1c)
2 N28 ø8.0 C=143(1c)
73
10
1 N25 ø8.0 C=81	(1c)
138
10
2 N32 ø8.0 C=146	(1c)
2 N8 ø5.0 C=297
ESC 1:50
V15
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
31 N1 ø5.0 C=111
0
P40
P41
20
505.1
20 x 40
30
505.1
30 N1 c/17
120
1 N37 ø8.0 C=265(1c)
2 N34 ø8.0 C=550(1c)
10
78
1 N38 ø8.0 C=86(1c)
10
138
2 N32 ø8.0 C=146(1c)
1 N39 ø8.0 C=103(1c)
2 N40 ø8.0 C=163(1c)
2 N9 ø5.0 C=270
ESC 1:50
V16
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
30 N1 ø5.0 C=111
0
P42
P43
30
512
20 x 40
20
512
31 N1 c/17
180
1 N41 ø8.0 C=272(1c)
2 N42 ø8.0 C=557(1c)
1 N39 ø8.0 C=103(1c)
2 N40 ø8.0 C=163(1c)
118
10
3 N43 ø8.0 C=126	(1c)
2 N10 ø5.0 C=297
ESC 1:50
V17
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
31 N1 ø5.0 C=111
0
V32
P45
541.6
20 x 40
20
521.6
31 N1 c/17
85
1 N44 ø8.0 C=307(1c)
2 N30 ø8.0 C=557(1c)
21
78
3 N45 ø8.0 C=97(1c)
73
10
1 N25 ø8.0 C=81	(1c)
158
10
2 N46 ø8.0 C=166	(1c)
2 N11 ø5.0 C=342
ESC 1:50
V18
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
31 N1 ø5.0 C=111
0
V32
P47
V33
V34
157.3
20 x 40
40
364.3
20 x 40
177.3
11 N1 c/17
364.3
22 N1 c/17
10
70
1 N47 ø8.0 C=78(1c)
10
372
10
1 N48 ø8.0 C=380(1c)
10
557
10
2 N49 ø8.0 C=573(1c)
1 N50 ø8.0 C=220(1c)
115
507
35
1 N51 ø8.0 C=540	(1c)
35
557
35
2 N52 ø8.0 C=623(1c)
ESC 1:50
V19
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
33 N1 ø5.0 C=111
0
P48
P49
V29
P50
P51
V33
P52
30
495.2
20 x 40
30
536.8
20 x 40
40
530
20 x 40
40
485
20 x 40
40
495.2
30 N1 c/17
536.8
32 N1 c/17
530
32 N1 c/17
485
29 N1 c/17
150
1 N53 ø8.0 C=230(1c)
115
1 N54 ø8.0 C=277(1c)
2 N55 ø8.0 C=1100(1c)
175
1 N56 ø8.0 C=240(1c)
185
1 N17 ø8.0 C=250(1c)
10
2 N57 ø8.0 C=1103(1c)
1 N58 ø8.0 C=108(1c)
2 N31 ø8.0 C=168(1c)
1 N59 ø8.0 C=145(1c)
95
2 N60 ø8.0 C=315(1c)
160
1 N61 ø8.0 C=170(1c)
75
2 N62 ø8.0 C=355(1c)
175
1 N61 ø8.0 C=170(1c)
95
2 N63 ø8.0 C=330(1c)
175
1 N64 ø8.0 C=93(1c)
2 N65 ø8.0 C=153(1c)
2 N12 ø5.0 C=235
2 N13 ø5.0 C=252
2 N14 ø5.0 C=260
2 N15 ø5.0 C=235
ESC 1:50
V20
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
123 N1 ø5.0 C=111
0
P19
P16
V4
P11
V2
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
395.1
24 N1 c/17
427
33 N1 c/13
407.5
68 N1 c/6
407.5
24 N1 c/17
2x3 N16 ø6.3 C=950(PELE)
115
1 N66 ø8.0 C=210(1c)
150
1 N67 ø8.0 C=222(1c)
2 N68 ø8.0 C=900(1c)
135
2 N69 ø8.0 c/25 C=223(1c)
145
1 N70 ø8.0 C=198(1c)
10
2 N71 ø8.0 C=903(1c)
1 N27 ø8.0 C=83(1c)
1 N72 ø8.0 C=180(1c)
100
1 N61 ø8.0 C=170(1c)
95
1 N73 ø8.0 C=209(1c)
75
1 N74 ø8.0 C=201(1c)
75
1 N75 ø8.0 C=191(1c)
65
1 N64 ø8.0 C=93(1c)
2 N76 ø8.0 C=1200(1c)
49
2 N77 ø8.0 C=671(1c)
ESC 1:50
V21
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
149 N1 ø5.0 C=111
0
01
CENTRO DE EVENTOS
PROJETO ESTRUTURAL
PAVIMENTO BALDRAME
Escala: 1/50
DESENHO
VIGAS
FOLHA
02/05
Gustavo Ribeiro da Silva
CREA/RS 208.184
Engenheiro Civil, Me. 
Data: 14/09/18 Desenho:
Unidade: cm
Revisão: 0
54 - 9 81390048
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION