Pada umumnya pelat beton bertulang dipakai sebagai lantai, atap, dan dinding dari gedung – gedung, serta sebagai pelat lantai (decks) dari jembatan.
Untuk pembangunan gedung dengan konstruksi yang ringan, tipis tetapi kuat dalam perencanaan penambahan satu level lantai rumah adalah dengan membuat pelat beton yang ringan, tipis tetapi kuat dalam menahan beban strukturnya.
Spesifikasi Wire Mesh
| ||||
Type
|
Diameter (mm)
|
Ukuran (m)
|
Spasi (cm)
|
Berat Table (kg/roll)
|
M4
|
4 (Roll)
|
2,1 x 54
|
15 x 15
|
154,47
|
M4
|
4
|
2,1 x 54
|
15 x 15
|
15,45
|
M5
|
5 (Roll)
|
2,1 x 54
|
15 x 15
|
241,36
|
M5
|
5
|
2,1 x 54
|
15 x 15
|
24,14
|
M6
|
6 (Roll)
|
2,1 x 54
|
15 x 15
|
347,56
|
M6
|
6
|
2,1 x 54
|
15 x 15
|
34,76
|
M7
|
7
|
2,1 x 54
|
15 x 15
|
47,31
|
M8
|
8
|
2,1 x 54
|
15 x 15
|
61,79
|
M9
|
9
|
2,1 x 54
|
15 x 15
|
78,20
|
M10
|
10
|
2,1 x 54
|
15 x 15
|
96,54
|
M11
|
11
|
2,1 x 54
|
15 x 15
|
116,82
|
M12
|
12
|
2,1 x 54
|
15 x 15
|
139,02
|
Plat Strip
SIZE
|
WEIGHT
|
1/8″ x 3/4″ – 6 M
|
3 Kg
|
(3 mm x 19 mm )
| |
1/8″ x 1″ – 6 M
|
4 Kg
|
(3 mm x 25 mm )
| |
1/8″ x 11/4″ – 6 M
|
5 Kg
|
(3 mm x 32 mm )
| |
1/8″ x 11/2″ – 6 M
|
5,5 Kg
|
(3 mm x 38 mm )
| |
3/16″ x 1″ – 6 M
|
5,7 Kg
|
(4,5 mm x 25 mm )
| |
3/16″ x 11/2″ – 6 M
|
8,5 Kg
|
(4,5 mm x 38 mm )
| |
3/16″ x 2″ – 6 M
|
11 Kg
|
(4,5 mm x 50 mm )
| |
1/4″ x 1″ – 6 M
|
7,5 Kg
|
(6 mm x 25 mm )
| |
1/4″ x 11/4″ – 6 M
|
9,5 Kg
|
(6 mm x 32 mm )
| |
1/4″ x 11/2″ – 6 M
|
11 Kg
|
(6 mm x 38 mm )
| |
1/4″ x 2″ – 6 M
|
15 Kg
|
(6 mm x 50 mm )
| |
1/4″ x 21/2″ – 6 M
|
19 Kg
|
(6 mm x 65 mm )
| |
1/4″ x 3″ – 6 M
|
21,5 Kg
|
(6 mm x 75 mm )
| |
1/4″ x 4″ – 6 M
|
28,5 Kg
|
(6 mm x 100 mm )
| |
3/8″ x 1″ – 6 M
|
11 Kg
|
(9 mm x 25 mm )
| |
3/8″ x 11/4″ – 6 M
|
14 Kg
|
(9 mm x 32 mm )
| |
3/8″ x 11/2″ – 6 M
|
16,5 Kg
|
(9 mm x 38 mm )
| |
3/8″ x 2″ – 6 M
|
21,5 Kg
|
(9 mm x 50 mm )
| |
3/8″ x 21/2″ – 6 M
|
27,5 Kg
|
(9 mm x 65 mm )
| |
3/8″ x 3″ – 6 M
|
32 Kg
|
(9 mm x 75 mm )
| |
3/8″ x 4″ – 6 M
|
42,5 Kg
|
(9 mm x 100 mm )
| |
1/2″ x 11/2″ – 6 M
|
21,5 Kg
|
(12 mm x 38 mm )
| |
1/2″ x 2″ – 6 M
|
28,5 Kg
|
(12 mm x 50 mm )
| |
1/2″ x 21/2″ – 6 M
|
37 Kg
|
(12 mm x 65 mm )
| |
1/2″ x 3″ – 6 M
|
42,5 Kg
|
(12 mm x 75 mm )
| |
1/2″ x 4″ – 6 M
|
56,5 Kg
|
(12 mm x 100 mm )
| |
5/8″ x 11/2″ – 6 M
|
29 Kg
|
(16 mm x 38 mm )
| |
5/8″ x 2″ – 6 M
|
38 Kg
|
(16 mm x 50 mm )
| |
5/8″ x 2″ – 6 M
|
76 Kg
|
(16 mm x 100 mm )
| |
3/4″ x 11/2″ – 6 M
|
34 Kg
|
(19 mm x 38 mm )
| |
2/4″ x 2″ – 6 M
|
45 Kg
|
(19 mm x 50 mm )
| |
3/4″ x 21/2″ – 6 M
|
58,5 Kg
|
(19 mm x 65 mm )
| |
3/4″ x 3″ – 6 M
|
67,5 Kg
|
(19 mm x 75 mm )
| |
3/4″ x 4″ – 6 M
|
89,5 Kg
|
(19 mm x 100 mm )
| |
7/8″ x 2″ – 6 M
|
51,5 Kg
|
(22mm x 50 mm )
| |
7/8″ x 21/2″ – 6 M
|
67,5 Kg
|
(22 mm x 65 mm )
| |
7/8″ x 3″ – 6 M
|
78 Kg
|
(22 mm x 75 mm )
| |
7/8″ x 4″ – 6 M
|
104 Kg
|
(22 mm x 100 mm )
| |
1″ x 2″ – 6 M
|
59 Kg
|
(25 mm x 50 mm )
| |
1″ x 21/2″ – 6 M
|
77 Kg
|
(25 mm x 65 mm )
| |
1″ x 3″ – 6 M
|
88,5 Kg
|
(25 mm x 75 mm )
| |
1″ x 4″ – 6 M
|
118 Kg
|
(25 mm x 100 mm )
|
Plat Kapal
Ukuran plat Kapal
|
Berat
| ||
4,5 mm x 5’ x 20’
|
328 Kg
| ||
5 mm x 5’ x 20’
|
365 Kg
| ||
6 mm x 5’ x 20’
|
438 Kg
| ||
7 mm x 5’ x 20’
|
510 Kg
| ||
8 mm x 5’ x 20’
|
583 Kg
| ||
9 mm x 5’ x 20’
|
656 Kg
| ||
10 mm x 5’ x 20’
|
729 Kg
| ||
12 mm x 5’ x 20’
|
875 Kg
| ||
14 mm x 5’ x 20’
|
1.021 Kg
| ||
16 mm x 5’ x 20’
|
1.167 Kg
| ||
19 mm x 5’ x 20’
|
1.386 Kg
| ||
22 mm x 5’ x 20’
|
1.604 Kg
| ||
25 mm x 5’ x 20’
|
1.823 Kg
| ||
30 mm x 5’ x 20’
|
2.187 Kg
| ||
40 mm x 5’ x 20’
|
2.916 Kg
| ||
50 mm x 5’ x 20’
|
3.645 Kg
| ||
4,5 mm x 6’ x 20’
|
394 Kg
| ||
5 mm x 6’ x 20’
|
438 Kg
| ||
6 mm x 6’ x 20’
|
525 Kg
| ||
8 mm x 6’ x 20’
|
700 Kg
| ||
9 mm x 6’ x 20’
|
788 Kg
| ||
10 mm x 6’ x 20’
|
875 Kg
| ||
12 mm x 6’ x 20’
|
1.050 Kg
| ||
14 mm x 6’ x 20’
|
1.225 Kg
| ||
16 mm x 6’ x 20’
|
1.400 Kg
| ||
19 mm x 6’ x 20’
|
1.664 Kg
| ||
22 mm x 6’ x 20’
|
1.925 Kg
| ||
25 mm x 6’ x 20’
|
2.188 Kg
| ||
CARA PERHITUNGAN BERAT/CALCULATION METHOD :
| |||
5’ x 20’ = Tebal (mm) x 72,9 = Berat (Kg) /WEIGHT (Kg)
| |||
6’ x 20’ = Tebal (mm) x 87,5 = Berat (Kg) /WEIGHT (Kg
|