ESTRUTURA - FERNANDO - LAJE DE COBERTURA

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N
 
 
 
 
 
 
(m
m
)
Qu
an
t.
C.
 
Un
it.
 
(m
)
C.
 
To
ta
l (m
)
Kg
/m
P.
To
ta
l (K
g)
1
10
.
0
6
8,
93
53
,
58
0,
63
33
,
76
2
10
.
0
6
9,
33
55
,
98
0,
63
35
,
27
3
6.
3
43
8
1,
00
43
8,
00
0,
25
10
9,
50
4
10
.
0
4
2,
40
9,
60
0,
63
6,
05
5
12
.
5
2
2,
75
5,
50
1,
00
5,
50
6
10
.
0
2
11
,
28
22
,
56
0,
63
14
,
21
7
12
.
5
2
2,
70
5,
40
1,
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5,
40
8
12
.
5
2
4,
52
9,
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00
9,
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9
12
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5
2
3,
61
7,
22
1,
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7,
22
10
10
.
0
2
11
,
28
22
,
56
0,
63
14
,
21
11
10
.
0
2
11
,
28
22
,
56
0,
63
14
,
21
12
10
.
0
2
11
,
28
22
,
56
0,
63
14
,
21
13
10
.
0
2
3,
82
7,
64
0,
63
4,
81
14
12
.
5
1
3,
30
3,
30
1,
00
3,
30
15
10
.
0
2
4,
22
8,
44
0,
63
5,
32
16
10
.
0
2
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93
15
,
86
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63
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99
17
12
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5
2
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70
5,
40
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5,
40
18
12
.
5
2
3,
00
6,
00
1,
00
6,
00
19
10
.
0
2
8,
33
16
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66
0,
63
10
,
50
20
10
.
0
2
3,
93
7,
86
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63
4,
95
21
12
.
5
2
3,
83
7,
66
1,
00
7,
66
22
10
.
0
2
4,
33
8,
66
0,
63
5,
46
To
ta
l (
Kg
)
33
1,
97
TA
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FE
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R
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LA
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(m
m
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.
 
To
ta
l (m
)
Kg
/m
P.
To
ta
l (K
g)
To
ta
l +
 
10
%
To
ta
l (K
g)
CA
 
-
 
50
6.
3(1
/4
"
)
43
8,
00
0,
25
10
9,
50
10
,
95
0
12
0,
45
CA
 
-
 
50
10
.
0(3
/8
"
)
27
4,
52
0,
63
17
2,
95
17
,
29
5
19
0,
24
CA
 
-
 
50
12
.
5(1
/2
"
)
49
,
52
1,
00
49
,
52
4,
95
2
54
,
47
To
ta
l (K
g)
33
1,
97
33
,2
0
36
5,
16
R
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M
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