Deltabeam General Information
Why use Deltabeam?
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Deltabeam allows to minimize the floor to floor height while maintaining long spans in both the slab and the beam directions. Since the system is mostly prefabricated it can be erected with a very small crew of installers. Deltabeam combined with hollowcore slabs is a great alternative to cast in place structures.
What are the savings that can be made with Deltabeam?
Compared to standard construction method, erection time and required labor is often greatly reduced. With Deltabeam slim floor design, the number of stories can be maximized for a same building height. Therefore, the price per square foot is greatly reduce. Additionally, the slabs spans can be increase, hence the number of column is reduce. Deltabeam's integrated fire resistance will often completely eliminate the fire proofing trade.
How many projects have used Deltabeam?
So far, over 12 000 projects around the world have used Deltabeam. Nearly 100 projects have been completed in North America since 2009. o For more information on Deltabeam project please visit: http://references.peikko.ca/
When was Deltabeam first used?
The first project that used Deltabeam was built in 1989 in Finland
Who is responsible for the design of Deltabeam?
All Deltabeam are designed by Peikko’s engineers and Peikko is fully responsible for the design of its beams. Stamped and sealed shop drawings are part of Peikko’s offering. The EOR will be responsible for other elements of the building such as vertical elements (columns and walls), lateral stability (bracing, shear walls, diaphragm etc.) and foundations.
Who is responsible for the fabrication of Deltabeam?
Peikko has established a network of designated fabricators to produce Deltabeam. Peikko is responsible for the quality assurance of all its products. The selected fabricators are CWB and CISC certified.
Who is responsible for the detailing of Deltabeam?
How does Deltabeam compare in cost with a steel wide flange or precast concrete beam?
A Deltabeam unit cost is approximately the same as a precast beam. Although the price for a steel wide flange beam may be lower than a Deltabeam per linear meter, Deltabeam will often lead to significant savings. For instance, Deltabeam's integrated fire resistance will often completely eliminate the fire proofing trade. Furthermore, lower floor to floor height will reduce cladding and heating & cooling costs. Also, reducing floor to floor height may allow for an additional floor for a given building height.
In which type of project is Deltabeam the most cost effective?
Deltabeam is usually the most cost effective when used in a rectangular (not square) grid layout. This way, hollow core slab spans can be maximized while reducing the number of columns. Deltabeam can optimize floor to floor height in any multi-storey building.
Deltabeam design and features
How far can the Deltabeam span?
Deltabeam has the best depth to span ration in the industry. The following table give an overview of typical span. Longer span than those presented in that table can be reached given that the beam can be deeper than the slab itself. Most of the time, Deltabeam's maximum span is limited to the hollow core slab span.
What is the optimal Deltabeam span and layout?
How does Deltabeam achieve its fire resistance?
Deltabeam is ULC listed for 1, 2, 3 & 4 hours without requiring any fireproofing applied on the underside of the beam. The rebars inside the profile ensure that the beam has sufficient capacity under fire. The concrete inside the beam acts as a heat sink and slows significantly the rate at which the steel profile will rise in temperature.
Fire rebar shop installed inside the beam
Has Deltabeam ever been used in high seismic areas?
Yes, Deltabeam has been used in projects located in high seismic areas such as Surrey(BC), Ottawa(ON) and Quebec City(QC).
Does Peikko provide design assistance?
From preliminary budget and layouts to construction site assistance, our engineering department will assist you through the entire design process.
Can Deltabeam support steel decks?
Can Deltabeam be designed as an edge / spandrel beam?
Can Deltabeam be designed with a cantilever?
Is Deltabeam produced with camber?
Yes, Deltabeams are manufactured with camber in order to respect the deflection limits specified in building codes. Both, ultimate state and serviceability state are taken into account.
Should I design with continuous columns or continuous beams?
Continuous beams give the opportunity to reduce beam dimension by using its negative bending moment resistance. Therefore, beam span will increase and overall beam weight may be reduced by up to 20% .
Can Deltabeam be used with concrete columns or walls?
Can Deltabeam be designed for point loads or non-uniform loading?
Absolutely, Peikko’s engineering department will gladly assist you with your specific loading requirements.
What types of plates are used to produce the Deltabeam?
All plates used to manufacture Deltabeam meet the requirements specified in CSA G40.20 and G40.21 standards.
Can holes be made in the Deltabeam for conduits?
How are curves handled with hollow core slabs and Deltabeam?
How much height can I save with Deltabeam?
How are cantilever balconies accommodated with Deltabeam?
What are the possible connections with Deltabeam?
PCs Corbel welded to a steel column or casted in a concrete column can be used to connect Deltabeam to a column.
Can Deltabeam to column connections be designed as a pin connections?
Yes, Deltabeam when connected with a PCs Corbel is considered as a pin connections since only shear stress will be transferred by the corbel to the column.
Can Deltabeam be designed as moment connections?
Yes, Deltabeam when connected by a welded or bolted end plate will act as a stiff connection which can transfer bending moment from the beam to the column. Continuous Deltabeam will also provide moment connections between the column and the beam.
Why do we need to shore Deltabeam?
Where do we need to shore Deltabeam?
The shoring posts need to be placed at both ends of the beam under the web. Shoring must be placed on the side of the beam where the hollowcore slab is loaded first.
What is the capacity of the shoring posts that are required?
They must be able to support the full weight of the hollowcore slab bay. Typically the shoring post used will have a capacity of 90kN.
Why do we not place any shoring posts in the middle of the span?
Since the beam is cambered, it is important to let the beam deflect during erection. If the Deltabeam is shored mid-span, cracking could occur when removing the shoring posts.
Is there a way to completely avoid shoring?
How can I assure the structure is stable during erection? How is it braced?
When do I need to grout the erected floor?
Each floor should be grouted immediately after it is erected. A non-grouted floor provides no lateral stability and could collapse if multiple floors are erected without grouting.
In which order should I grout the components?
How deep does the grout need to go at the end of the hollowcore slabs?
How do I block the underside of the beam before grouting?