Era Buildsys Ltd. provides cost effective and efficient working solution by offering Metal Deck System giving greater span capacity, higher live load capability and a reduction in concrete usage. This is produced from cold roll formed sections to support reinforcement for concrete floor slabs. The flexibility of decking profile design allows steel to be meticulously proportioned to the architectural design as per requirements.
Decksheets are manufactured in variety of thickness based on live load. 0.63mm,0.8mm,1.0mm,1.25mm,1.60mm,2.00mm in standard length subject to transport restrictions.
APPLICATIONS:
Excellent substitute to conventional shuttering for speedy execution of RCC roofs. For composite floor decking for RCC slabs. For making mezzanine floor at various levels.
PEBs are structural steel framed buildings with energy efficient roof/wall claddings. Its aesthetic appearance, flexibility makes it possible for almost any type of building application.
The wide applications of PEBs though not limited to, can be enumerated as under:
- Power House Buildings
- Warehouse Buildings
- Industrial Buildings
- High Rise Buildings
- Cold Storages and Cold Rooms
- Aircraft-Hangars
- Commercial Complexes
- Gymnasiums and Sports Halls
- Institutional Buildings
- Steel Plants and Auxiliary Buildings
- Malls & Showrooms.
- School Buildings
- Sports Complexes
- Elevated Railway Platforms
- Primary Health Centers and Anganwadis
- Gas Stations and many more.
PEBs work on the principle of most economic and efficient design to provide tailor made solutions to client specific requirements through a standard product line. All the materials used are of premium quality for long life and maintenance free performance.
Neither PEBs mfg. Process nor the materials used are harmful. All the wastes are eco-friendly and bio-degradable. All the materials, consumables and processes are of no cause of concern to human/animal/plant kingdom or Bio-Sphere.
The special features of PEBs are:
- Single-source responsibility
- Faster installation
- Overall economical
- Factory-controlled quality
- Practically maintenance free
- Up to 90 M clear spans
- Flexibility in expansion
- Energy efficient roof and wall systems
- Earthquake-resistant
| Low Initial Cost Due To: |
| 1. Tapered built up structural members(columns and rafters) |
| 2. Z Shaped seciondary members(purlins & girts) that allow overlapping |
| 3. Foundations are fewer and lighter |
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| Superior Product Quality : |
| 1.Design qulaity is latest and consistent based on international codes |
| 2.Welding is professionally done |
| 3. Fabricatin is as per quaity plan |
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| Fast Project Construction: |
| 1. Anchor bolts are on site before the building |
| 2. Fabrication and delivery is faster due to standardization |
| 3.Since all members are field boltederection takes place faster |
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| Functional Versatality |
| 1. Modular construction |
| 2. Large clear spans up to 100m |
| 3. Long bay spacing up to 13m without jack beans |
| 4. Buildings are easily expandable in furniture |
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| Architectural Flexibility: |
| 1.Aesthetic features such as fasias, etc improve the appearance of the building |
| 2.Flashing and Trims come in various shapes and colors |
| 3. A wide range of wall and roof sheeting is available |
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| Low Maintaining and Operating Costs: |
| 1. Virtually no maintainence for panels |
| 2. Eave gutters are washed annually |
| 3. Energy efficient roof and wall systems by using insulation |
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SECTIONAL PROPERTIES
The sectional properties of Metal Deck (single though) are given below:
| Thickness, mm |
Area, cm2 |
Weight, Kg/m |
Ixx, cm4 |
Zxx, cm3 |
| 0.63 |
1.066 |
0.8368 |
2.777 |
1.464 |
| 0.80 |
1.350 |
1.0597 |
3.434 |
1.578 |
| 1.00 |
1.683 |
1.3211 |
4.364 |
1.997 |
| 1.25 |
2.119 |
1.6634 |
5.495 |
2.587 |
| 1.60 |
2.709 |
1.1265 |
7.093 |
3.151 |
| 2.00 |
3.306 |
2.5658 |
9.132 |
3.994 |
LOAD TABLES
The structural adequacy of metal deck section is established by choosing the section to provide requisite sectional modules to satisfy moment and deflection criterion. A moment coefficient of 1/8 is used for single and dual spans and 1/10 for 3 or more span. The deflection coefficients are 0.013 for single span and 0.0078 for multi spans. The maximum deflection of the metal decks are restricted to L/250 under uniformity distributed loads.
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