153/280 - 840
153/280-840 corrugated sheet form; has 4 ribs with 153 mm height, 280 mm rib distance and 840 mm cover width. Due to 153 mm rib height, this form can pass wide spans upto 9 meter and eliminates purlin necessity thus deck sheet itself can be used as purlin. It provides significant advantages in system connection details and workmanship.
Thanks to its high load bearing capacity, it can also be used as underconcrete deck sheet. In case perforation applied to the coil, it absorbs the sound and prevent echo, with the acoustic property. Beside, itprovides aesthetique view in the interior building.
Alternative RAL Codes
RAL 1018
RAL 2004
RAL 3009
RAL 3020
RAL 5015
RAL 6029
RAL 7016
RAL 7038
RAL 9002
RAL 9006
RAL 1018
RAL 2004
RAL 3009
RAL 3020
RAL 5015
RAL 6029
RAL 7016
RAL 7038
RAL 9002
RAL 9006
|
|
|
|---|---|
|
Unprocessed Sheet Width
|
1500 mm
|
|
Useful Coating Width
|
840 mm
|
|
Number of Ribs
|
4 Pieces
|
|
Rib Height
|
153 mm
|
|
Width Between Ribs
|
280mm
|
|
Sheet Metal Thickness
|
0,70 - 1,50 mm
|
|
Sheet Metal Thickness
|
Painted Galvanized - Galvanized - Aluminum
|
|
Paint Type
|
Polyester - PVDF - Plastisol
|
153 / 840 Formed High Rolled Trapezoidal Sheet Spread Load Carrying Table (multi-span kg/m²)
|
Sheet Thickness
|
Weight (Kg/m²)
|
5,20 m
|
5,60 m
|
6,00 m
|
6,60 m
|
7,00 m
|
7,40 m
|
7,60 m
|
8,00 m
|
8,40 m
|
8,60 m
|
|---|---|---|---|---|---|---|---|---|---|---|---|
|
0,70 mm
|
9,83
|
109
|
97
|
86
|
72
|
-
|
-
|
-
|
-
|
-
|
-
|
|
0,80 mm
|
11,23
|
221
|
198
|
177
|
160
|
139
|
126
|
121
|
111
|
102
|
98
|
|
0,90 mm
|
12,63
|
221
|
198
|
177
|
160
|
139
|
126
|
121
|
111
|
102
|
98
|
|
1,00 mm
|
14,04
|
429
|
373
|
330
|
298
|
257
|
234
|
223
|
204
|
178
|
166
|
|
1,25 mm
|
17,57
|
572
|
508
|
454
|
407
|
350
|
318
|
303
|
260
|
224
|
209
|
|
1,50 mm
|
21,05
|
691
|
614
|
548
|
493
|
423
|
384
|
366
|
314
|
271
|
253
|
- Calculations were made in accordance with TS EN 14509.
- Self-weight, live load, wind load and temperature change (Δt=20 °C) were taken into consideration.
- L/200 deflection limit was used.
- Calculations were made by TİCEM Advanced Building Technologies.
- Please consult Eska Metal for transports not included in the load table.


