RELAÇÃO DO AÇO
V22V23V24
V25 V26V27
V29 V30 V31
V33
AÇON DIAMQUANTC.UNIT C.TOTAL
(mm) (cm) (cm)
CA6015.0 53211159052
25.02748 1496
3 5.02585 1170
45.02321 642
CA50 5 6.3 6 568 3408
6 8.01255 255
78.01181 181
8 8.041130 4520
9 8.01103 103
10 8.01165 165
118.0 3 113 339
128.01218 218
13 8.01223 223
148.041081 4324
15 8.0 3 170 510
16 8.0193 93
178.01219 219
18 8.02521 1042
19 8.01292 292
20 8.02704 1408
218.01118 118
228.01150 150
23 8.021126 2252
248.02163 326
25 8.0 3 448 1344
26 8.0 6 116 696
278.0797 679
28 8.01103 103
29 8.0 1263 263
308.0 2 911 1822
318.0 4 467 1868
328.0 2 910 1820
338.0 1453 453
348.0 2230460
358.0 1300 300
36 8.0 1 367 367
37 8.0 1 427 427
38 8.0 2 1193 2386
39 8.0 3 248 744
40 8.0 3 300 900
41 8.0 1 710 710
42 8.0 1 63 63
43 8.0 2 1033 2066
44 8.0 2 205 410
45 8.0 1 225 225
46 8.0 1 424 424
47 8.0 2 1083 2166
48 8.0 1 137 137
49 8.0 2 870 1740
50 8.0 1 268 268
51 8.0 2 388 776
52 10.0 2 473 946
53 10.0 2 842 1684
54 12.5 2 903 1806
RESUMO DO AÇO
AÇODIAM
(mm)
C.TOTAL
(m)
PESO + 10%
(kg)
CA50 6.3 34.1 9.2
8.0 403.6 175.2
10.0 26.3 17.8
12.5 18.1 19.1
CA60 5.0 623.6 105.7
PESO TOTAL
(kg)
CA50 221.3
CA60 105.7
Volume de concreto (C-30) = 7.33 m³
Área de forma = 91.58 m²
P48
P44
V38
P40
30
564.8
20 x 40
30
470.6
20 x 40
40
564.8
34 N1 c/17
470.6
28 N1 c/17
175
1 N6 ø8.0 C=255(1c)
180
1 N7 ø8.0 C=181(1c)
2 N8 ø8.0 C=1130(1c)
1 N9 ø8.0 C=103(1c)
1 N10 ø8.0 C=165(1c)
95
1 N11 ø8.0 C=113(1c)
2 N8 ø8.0 C=1130(1c)
ESC 1:50
V22
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
62 N1 ø5.0 C=111
0
P40
P36
P32
40
483
20 x 40
40
483
20 x 40
40
483
29 N1 c/17
483
29 N1 c/17
180
1 N12 ø8.0 C=218(1c)
155
1 N13 ø8.0 C=223(1c)
2 N14 ø8.0 C=1081(1c)
1 N11 ø8.0 C=113(1c)
1 N15 ø8.0 C=170(1c)
95
1 N16 ø8.0 C=93(1c)
2 N14 ø8.0 C=1081(1c)
ESC 1:50
V23
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
58 N1 ø5.0 C=111
0
P32
P28
P21
40
473.6
20 x 40
40
657
20 x 40
40
473.6
28 N1 c/17
657
39 N1 c/17
170
1 N17 ø8.0 C=219(1c)
2 N18 ø8.0 C=521(1c)
210
1 N19 ø8.0 C=292(1c)
10
2 N20 ø8.0 C=704(1c)
1 N21 ø8.0 C=118(1c)
1 N22 ø8.0 C=150(1c)
95
1 N11 ø8.0 C=113(1c)
2 N23 ø8.0 C=1126(1c)
43
2 N24 ø8.0 C=163(1c)
ESC 1:50
V24
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
67 N1 ø5.0 C=111
0
P20
V7
40
405
20 x 40
405
24 N1 c/17	440
10
3 N25 ø8.0 C=448(1c)
440
35
2 N52 ø10.0 C=473	(1c)
ESC 1:50
V25
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
24 N1 ø5.0 C=111
0
V7
V4
V2
908.3
20 x 40
868.3
52 N1 c/17
2 N54 ø12.5 C=903(1c)
21
97
3 N26 ø8.0 C=116(1c)
78
21
3 N27 ø8.0 C=97	(1c)
2 N2 ø5.0 C=748
ESC 1:50
V26
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
52 N1 ø5.0 C=111
0
V8
P17
V7
V6
P12
V3
V2
V1
352.5
20 x 40
30
512.6
20 x 40
30
902
20 x 40
367.5
22 N1 c/17
542.6
55 N1 c/10
897
53 N1 c/17
2x3 N5 ø6.3 C=568(PELE)
10
95
1 N28 ø8.0 C=103(1c)
25
1 N29 ø8.0 C=263(1c)
10
903
2 N30 ø8.0 C=911(1c)
245
4 N31 ø8.0 c/30 C=467(3ø1c+1ø2c)
5
2 N32 ø8.0 C=910(1c)
35
420
1 N33 ø8.0 C=453(1c)
2 N15 ø8.0 C=170(2c)
110
2 N34 ø8.0 C=230(2c)
160
1 N35 ø8.0 C=300(1c)
180
1 N36 ø8.0 C=367(1c)
192
1 N37 ø8.0 C=427(1c)
252
35
1160
2 N38 ø8.0 C=1193(1c)
98
21
3 N26 ø8.0 C=117	(1c)
2 N3 ø5.0 C=585
ESC 1:50
V27
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
130 N1 ø5.0 C=111
0
V20
V38
253.5
20 x 40
205.2
13 N1 c/17
3 N39 ø8.0 C=248(1c)
21
248
35
3 N40 ø8.0 C=300(1c)
ESC 1:50
V29
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
13 N1 ø5.0 C=111
0
V8
V6
P15
V5
V3
695
20 x 40
30
297
20 x 40
675
40 N1 c/17
297
18 N1 c/17
10
702
1 N41 ø8.0 C=710(1c)
255
55
10
1 N42 ø8.0 C=63(1c)
10
1017
10
2 N43 ø8.0 C=1033(1c)
2 N44 ø8.0 c/20 C=205(1ø1c+1ø2c)
145
1 N45 ø8.0 C=225(1c)
145
1 N46 ø8.0 C=424(1c)
202
35
1017
35
2 N47 ø8.0 C=1083(1c)
ESC 1:50
V30
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
58 N1 ø5.0 C=111
0
V8
V5
837
20 x 40
797
47 N1 c/17
832
12
2 N53 ø10.0 C=842(1c)
21
118
1 N48 ø8.0 C=137(1c)
78
21
1 N27 ø8.0 C=97	(1c)
21
832
21
2 N49 ø8.0 C=870(1c)
ESC 1:50
V31
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
47 N1 ø5.0 C=111
0
V20
V19
393.2
20 x 40
353.2
21 N1 c/17
60
1 N50 ø8.0 C=268(1c)
2 N51 ø8.0 C=388(1c)
78
21
3 N27 ø8.0 C=97	(1c)
2 N4 ø5.0 C=321
ESC 1:50
V33
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
21 N1 ø5.0 C=111
0
EXTERNO: 841 x 594 mm.
FORMATO A1 - INTERNO: 801 x 574 mm.
01
CENTRO DE EVENTOS
PROJETO ESTRUTURAL
PAVIMENTO BALDRAME
Escala: 1/50
DESENHO
VIGAS
FOLHA
03/05
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