RELAÇÃO DO AÇO
V9 V10V11
AÇON DIAMQUANTC.UNIT C.TOTAL
(mm) (cm) (cm)
CA60 1 5.0 313 111 34743
CA50 2 10.0 1 334 334
3 10.0 2 1111 2222
410.01419 419
5 10.04210 840
6 10.027061412
710.02903 1806
8 10.041198 4792
9 10.041064 4256
10 10.04215 860
1110.02852 1704
1210.01419 419
13 12.52318 636
1412.52 142284
15 12.52831 1662
16 12.541033 4132
1712.52578 1156
18 16.01637 637
19 16.0 3 863 2589
20 16.01503 503
2116.02907 1814
RESUMO DO AÇO
AÇODIAM
(mm)
C.TOTAL
(m)
PESO + 10%
(kg)
CA50 10.0 190.6 129.3
12.5 78.7 83.4
16.0 55.4 96.2
CA60 5.0 347.4 58.9
PESO TOTAL
(kg)
CA50 308.9
CA60 58.9
Volume de concreto (C-30) = 4.34 m³
Área de forma = 54.30 m²
P41
P37
P33
P29
P23
30
493.1
20 x 40
30
493
20 x 40
30
483.4
20 x 40
30
687.1
20 x 40
20
249.2
15 N1 c/17
244
15 N1 c/17
250.1
15 N1 c/17
242.9
15 N1 c/17
239.1
15 N1 c/17
244.4
15 N1 c/17
225.7
14 N1 c/17
250
15 N1 c/17
211.5
13 N1 c/17
2 N13 ø12.5 C=318(1c)
1 N2 ø10.0 C=334(1c)
2 N3 ø10.0 C=1111(1c)
1 N14 ø12.5 C=142(1c)
160
819
15
1 N15 ø12.5 C=831(1c)
1021
15
2 N16 ø12.5 C=1033(1c)
1 N4 ø10.0 C=419(1c)
70
2 N5 ø10.0 C=210(2c)
140
1 N6 ø10.0 C=706(1c)
105
875
30
1 N7 ø10.0 C=903	(1c)
25
1175
2 N8 ø10.0 C=1198(1c)
67
2 N9 ø10.0 C=1064(1c)
67
187
30
2 N10 ø10.0 C=215	(1c)
ESC 1:50V9
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
132 N1 ø5.0 C=111
480
P42
P38
P34
P30
P25
30
493.3
20 x 40
30
492.7
20 x 40
30
483.5
20 x 40
30
687.1
20 x 40
20
249.2
15 N1 c/17
244.2
15 N1 c/17
249.8
15 N1 c/17
242.9
15 N1 c/17
239.1
15 N1 c/17
244.4
15 N1 c/17
225.6
14 N1 c/17
250
15 N1 c/17
211.4
13 N1 c/17
2 N17 ø12.5 C=578(1c)
2 N11 ø10.0 C=852(1c)
1 N14 ø12.5 C=142(1c)
160
819
15
1 N15 ø12.5 C=831(1c)
1021
15
2 N16 ø12.5 C=1033(1c)
1 N12 ø10.0 C=419(1c)
70
2 N5 ø10.0 C=210(2c)
140
1 N6 ø10.0 C=706(1c)
105
875
30
1 N7 ø10.0 C=903	(1c)
25
1175
2 N8 ø10.0 C=1198(1c)
67
2 N9 ø10.0 C=1064(1c)
67
187
30
2 N10 ø10.0 C=215	(1c)
ESC 1:50V10
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
132 N1 ø5.0 C=111
480
P24
P13
20
797
20 x 40
20
245.5
15 N1 c/17
278
17 N1 c/17
273.5
17 N1 c/17
622
19
1 N18 ø16.0 C=637(1c)
19
832
19
3 N19 ø16.0 C=863(1c)
1 N20 ø16.0 C=503(1c)
120
53
832
29
2 N21 ø16.0 C=907(1c)
ESC 1:50V11
A
A
SEÇÃO A-A
ESC 1:25
40
20	15
35
49 N1 ø5.0 C=111
480
EXTERNO: 841 x 594 mm.
FORMATO A1 - INTERNO: 801 x 574 mm.
01
CENTRO DE EVENTOS
PROJETO ESTRUTURAL
PAVIMENTO NÍVEL 2
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
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION