RELAÇÃO DO AÇO
V34 V35 V36
V37 V38
AÇON DIAMQUANTC.UNIT C.TOTAL
(mm) (cm) (cm)
CA6015.0 34011137740
25.02300 600
3 5.04233 932
CA5048.01270 270
5 8.01 211 211
6 8.0 211302260
78.01106 106
8 8.02166 332
9 8.0 3 150 450
10 8.0 3 93 279
11 8.0 2 693 1386
128.02228 456
13 8.01223 223
148.021081 2162
15 8.0 3 113 339
16 8.04173 692
178.01170 170
18 8.02310 620
19 8.01219 219
20 8.0 2 521 1042
218.01287 287
228.02705 1410
23 8.021126 2252
248.02163 326
25 8.0 1 204 204
26 8.01203 203
278.02805 1610
28 8.01 172 172
29 8.02997 1994
30 8.01118 118
31 8.01155 155
32 8.01175 175
33 8.021200 2400
34 8.0 2 665 1330
35 8.01283 283
36 8.0182 82
37 8.02972 1944
38 8.01101 101
39 8.0 1 195 195
40 8.01 447 447
418.021016 2032
RESUMO DO AÇO
AÇODIAM
(mm)
C.TOTAL
(m)
PESO + 10%
(kg)
CA50 8.0 289.4 125.6
CA60 5.0 392.7 66.6
PESO TOTAL
(kg)
CA50 125.6
CA60 66.6
Volume de concreto (C-30) = 5.01 m³
Área de forma = 62.68 m²
P52
V19
P45
P43
20
574.8
20 x 40
40
460.6
20 x 40
40
574.8
34 N1 c/17
460.6
28 N1 c/17
160
1 N4 ø8.0 C=270(1c)
145
1 N5 ø8.0 C=211(1c)
2 N6 ø8.0 C=1130(1c)
10
98
1 N7 ø8.0 C=106(1c)
10
158
2 N8 ø8.0 C=166(1c)
1 N9 ø8.0 C=150(1c)
55
1 N10 ø8.0 C=93(1c)
2 N11 ø8.0 C=693(1c)
2 N2 ø5.0 C=300
ESC 1:50
V34
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
62 N1 ø5.0 C=111
0
P43
P39
P35
40
483
20 x 40
40
483
20 x 40
40
483
29 N1 c/17
483
29 N1 c/17
165
1 N12 ø8.0 C=228(1c)
150
1 N13 ø8.0 C=223(1c)
2 N14 ø8.0 C=1081(1c)
1 N15 ø8.0 C=113(1c)
2 N16 ø8.0 C=173(1c)
1 N17 ø8.0 C=170(1c)
75
2 N18 ø8.0 C=310(1c)
155
1 N15 ø8.0 C=113(1c)
2 N16 ø8.0 C=173(1c)
2 N3 ø5.0 C=233
2 N3 ø5.0 C=233
ESC 1:50
V35
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
58 N1 ø5.0 C=111
0
P35
P31
P27
40
473.6
20 x 40
40
657
20 x 40
40
473.6
28 N1 c/17
657
39 N1 c/17
165
1 N19 ø8.0 C=219(1c)
2 N20 ø8.0 C=521(1c)
210
1 N21 ø8.0 C=287(1c)
10
2 N22 ø8.0 C=705(1c)
1 N10 ø8.0 C=93(1c)
1 N9 ø8.0 C=150(1c)
95
1 N15 ø8.0 C=113(1c)
2 N23 ø8.0 C=1126(1c)
43
2 N24 ø8.0 C=163(1c)
ESC 1:50
V36
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
67 N1 ø5.0 C=111
0
P26
P18
P14
V3
P8
P6
40
329.4
20 x 40
40
387.6
20 x 40
40
437
20 x 40
40
473
20 x 40
40
329.4
20 N1 c/17
387.6
23 N1 c/17
437
26 N1 c/17
473
28 N1 c/17
140
1 N25 ø8.0 C=204(1c)
125
1 N26 ø8.0 C=203(1c)
2 N27 ø8.0 C=805(1c)
135
1 N28 ø8.0 C=172(1c)
165
1 N12 ø8.0 C=228(1c)
10
2 N29 ø8.0 C=997(1c)
1 N30 ø8.0 C=118(1c)
1 N9 ø8.0 C=150(1c)
95
1 N31 ø8.0 C=155(1c)
100
1 N32 ø8.0 C=175(1c)
100
1 N10 ø8.0 C=93(1c)
2 N33 ø8.0 C=1200(1c)
43
2 N34 ø8.0 C=665(1c)
ESC 1:50
V37
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
97 N1 ø5.0 C=111
0
V22
P46
V28
V29
627.5
20 x 40
40
301.5
20 x 40
619.2
37 N1 c/17
321.5
19 N1 c/17
74.1
1 N35 ø8.0 C=283(1c)
245
74
10
1 N36 ø8.0 C=82(1c)
964
10
2 N37 ø8.0 C=972(1c)
21
82
1 N38 ø8.0 C=101(1c)
1 N39 ø8.0 C=195(1c)
115
414
35
1 N40 ø8.0 C=447	(1c)
21
964
35
2 N41 ø8.0 C=1016(1c)
ESC 1:50
V38
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
56 N1 ø5.0 C=111
0
01
CENTRO DE EVENTOS
PROJETO ESTRUTURAL
PAVIMENTO BALDRAME
Escala: 1/50
DESENHO
VIGAS
FOLHA
04/05
Gustavo Ribeiro da Silva
CREA/RS 208.184
Engenheiro Civil, Me. 
Data: 14/09/18 Desenho:
Unidade: cm
Revisão: 0
54 - 9 81390048
RELAÇÃO DO AÇO
V28
AÇON DIAMQUANTC.UNIT C.TOTAL
(mm) (cm) (cm)
CA6015.0 19111121201
CA50 2 8.0 1 373 373
3 8.01326 326
48.021103 2206
5 8.01248 248
6 8.01288 288
7 8.0 2 1099 2198
8 8.01268 268
9 8.02535 1070
10 8.01134 134
118.0183 83
128.01130 130
13 8.02145 290
148.01140 140
15 8.01210 210
16 8.0 1 81 81
178.01863 863
18 8.041200 4800
19 8.021095 2190
20 10.02725 1450
21 10.0 1 229 229
2210.0194 94
RESUMO DO AÇO
AÇODIAM
(mm)
C.TOTAL
(m)
PESO + 10%
(kg)
CA50 8.0 159 69
10.0 17.7 12
CA60 5.021235.9
PESO TOTAL
(kg)
CA50 81
CA60 35.9
Volume de concreto (C-30) = 2.71 m³
Área de forma = 33.92 m²
P49
V38
P41
P37
P33
P29
P23
30
349.3
20 x 40
716
20 x 40
30
493.1
20 x 40
30
493
20 x 40
30
483.4
20 x 40
30
687.1
20 x 40
20
335.2
20 N1 c/17
701.9
42 N1 c/17
493.1
30 N1 c/17
493
29 N1 c/17
483.4
29 N1 c/17
687.1
41 N1 c/17
1 N2 ø8.0 C=373(1c)
145
1 N3 ø8.0 C=326(1c)
2 N4 ø8.0 C=1103(1c)
95
1 N5 ø8.0 C=248(1c)
15
1 N6 ø8.0 C=288(1c)
2 N7 ø8.0 C=1099(1c)
10
1 N8 ø8.0 C=268(1c)
2 N9 ø8.0 C=535(1c)
5
715
12
2 N20 ø10.0 C=725(1c)
1 N10 ø8.0 C=134(1c)
56
1 N21 ø10.0 C=229(1c)
114
1 N22 ø10.0 C=94(1c)
1 N11 ø8.0 C=83(1c)
1 N12 ø8.0 C=130(1c)
65
1 N13 ø8.0 C=145(1c)
55
1 N14 ø8.0 C=140(1c)
50
1 N13 ø8.0 C=145(1c)
55
1 N15 ø8.0 C=210(1c)
115
73
10
1 N16 ø8.0 C=81	(1c)
855
10
1 N17 ø8.0 C=863	(1c)
2 N18 ø8.0 C=1200(1c)
50
2 N18 ø8.0 C=1200(1c)
50
1087
10
2 N19 ø8.0 C=1095	(1c)
ESC 1:50
V28
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
191 N1 ø5.0 C=111
0
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION