-
P14V2
19365
19 x
40
310
35.5
ESC 1
:50V10
(19 x
40)AA
SEO A
-AESC
1:25
40
19
34617
N3 c/21
1 N
23 12
.5 C
=300
2 N
24 12
.5 C
=3925
37815
2 N
14 10
.0 C
=40327
378
17 N3
5.0
C
=10613
34
V4P7
V1
364.8
19 x
6019
253.6
19 x
60
Esp
era
P47(PELE)
310
240.5
ESC 1
:50V8
(19 x
60)
A
A
SEO A
-AESC
1:25
60
19
345.8
19 N
4 c/19
253.6
15 N
4 c/18
ESPERA
P47ESC
1:25
2x4
N8 8
.0 C
=6407
6317
2 N
25 12
.5 C
=67315
63133
1 N
45 20
.0 C
=490
2 N
46 20
.0 C
=69623
63154
34 N
4 5
.0 C
=14613
54
7 N41 16.0 C=136
20
120
P13P8
V1
19343
19 x
6025
250.6
19 x
60
(PELE)
310
232.5
ESC 1
:50V9
(19 x
60)
A
A
SEO A
-AESC
1:25
60
19
1197
N4
c/17224
11 N
4 c/21
1197
N4
c/17131
.67
N4
c/21
2x4
N9 8
.0 C
=6417
6327
2 N
21 12
.5 C
=6645
63233
1 N
45 20
.0 C
=490
2 N
47 20
.0 C
=70026
63254
32 N
4 5
.0 C
=14613
54
P16P9
P3
40445
19 x
4060
178.6
19 x
4050
310
ESC 1
:50V11
(19 x
40)
A
A
SEO A
-AESC
1:25
40
19
44522
N3 c/21
178.6
9 N3
c/21
2 N
26 12
.5 C
=7725
7685
2 N
42 16
.0 C
=768
31 N3
5.0
C
=10613
34
Rela
o d
o ao
V1V2
V3V4
V5V6
V7V8
V9V10
V11
AON
DIAM(m
m)Q
UANT(B
arra
s)UNIT(cm)
C.TO
TAL(cm)
CA601
5.0
2767
15342
5.0
83246
204183
5.0
179106
189744
5.0
168146
24528CA50
56
.38
12009600
66
.38
4973976
78
.08
6345072
88
.08
6405120
98
.08
6415128
1010
.012
119514340
1110
.012
6517812
1210
.02
470940
1310
.02
262524
1410
.02
403806
1512
.56
11967176
1612
.56
2071242
1712
.52
9461892
1812
.52
217434
1912
.51
377377
2012
.52
6361272
2112
.54
6642656
2212
.52
6831366
2312
.51
300300
2412
.52
392784
2512
.52
6731346
2612
.52
7721544
2716
.02
489978
2816
.03
6151845
2916
.02
9891978
3016
.02
160320
3116
.02
8631726
3216
.01
323323
3316
.02
5011002
3416
.02
476952
3516
.02
6791358
3616
.02
8821764
3716
.02
11322264
3816
.02
245490
3916
.01
280280
4016
.02
6611322
4116
.07
136952
4216
.02
7681536
4320
.02
6751350
4420
.02
10422084
4520
.02
490980
4620
.02
6961392
4720
.02
7001400
Re
sum
o d
o ao
AODIAM(m
m)C
.TOTAL
(m)PESO
+ 10
%(kg)
CA50
CA60
6.3
8.0
10.0
12.5
16.0
20.0
5.0
135.8
153.2
244.3
203.9
190.9
72.1
654.6
36.5
66.5
165.6
216.1
331.4
195.5
111PESO
TOTAL
(kg)
CA50CA60
1011.6
111
Volu
me
de
con
creto (C
-25) =
10.62
m
re
a de
form
a =
129.08
m
ESCR
ITR
IO D
E AD
VOC
ACIA
KLASER
ESTRUTU
RAL
VIGAS
PAV. IN
TERM
EDIR
IO (V8
- V11)
CAR
LOS
HEN
RIQ
UE
KLASER N
ETO
Ru
a C
oro
nel
Tra
vasso
s, lote
10, q
uad
ra F1
, m
atricula 60
.567
ES.EX
.1AIN
DIC
ADA
05/01/2015910
,80m
