1. Introduction to composite construction of buildings

2. These two materials complete one another:
General
Steel and concrete
These two materials complete one another:
Concrete is efficient in compression and steel in tension
Concrete encasement restrain steel against buckling
Concrete provides Protection against corrosion and fire
Steel bring ductility into the structure

3. The main composite elements in buildings are
Composite construction refers to any members composed of more than one material. The parts of these composite members are rigidly connected such that no relative movement can occur.
The main composite elements in buildings are
1.Steel Concrete Composite Beam
2.Composite Slab
3.Composite Columnn

4. Steel Concrete Composite Beam
Composite beams are normally hot rolled or fabricated steel sections that act compositely with the slab. The composite interaction is achieved by the attachment of shear connectors to the top flange of the beam. These connectors generally take the form of headed studs.

5. The composite action increases the load carrying capacity and stiffness of the beam by factors of up to 2 and 3.5 respectively.
It is normally designed to be unpropped during construction, and must be sized to support the self-weight of the slab, and other construction loads, in their non-composite state.

6. size of the steel section is governed by serviceability considerations because composite beams tend to be used for long span applications
Check that beam deflections during construction will not lead to significant additional concrete loads (due to ponding) that have not been allowed for in the design
The bending resistance of the section is normally evaluated using ‘plastic’ principles

7. The plastic moment resistance is calculated using idealized rectangular stress Blocks.
It is assumed that stresses of fyd and 0.85 fcd can be achieved in the steel and concrete respectively

8. Composite beams are generally shallower (for any given span and loading) than non-composite beams, and they are used commonly in long span applications.
Consequently, deflections are often critical.

9. The Various types of composite Beams

10. Shear Connectors These connectors are designed to
Transmit longitudinal shear along the interface
prevent separation of steel beam and concrete slab at the interface

11. most common type of shear connector used in composite beams for buildings is a 19 mm diameter by either 100 mm or 125 mm long welded stud.

12. The property of shear connector most relevant to design is the relation-ship between the shear force transmitted, P, and the slip at the interface, s This load-slip curve should ideally be found from tests on composite beams.

13. Composite slabs
consist of profiled steel decking with an in-situ reinforced concrete topping.
The decking(profiled steel sheeting) not only acts as permanent formwork to the concrete, but also provides sufficient shear bond with the concrete so that, when the concrete has gained strength, the two materials act together compositely
span between 3 m and 4.5 m onto supporting beams or walls

14. If the slab is unpropped during construction, the decking alone resists the selfweight of the wet concrete and construction loads. Subsequent loads are applied to the composite section.
If the slab is propped, all of the loads have to be resisted by the composite section.
are usually designed as simply supported members in the normal condition

15. Profiled steel sheeting
depths ranging from 45 mm to over 200 mm
yield strengths ranging from 235 N/mm2 to at least 460 N/mm2
.8 mm and 1.5 mm thick
The various shapes provide Interlock between steel and concrete
frictional
mechanical

16. decking may also be used to stabilise the beams against lateral torsional buckling during construction.
stabilise the building as a whole by acting as a diaphragm to transfer wind loads to the walls and columns
temporary construction load usually governs the choice of decking profile

18. COMPOSITE COLUMNS
A steel-concrete composite column is a compression member, comprising either a concrete encased hot-rolled steel section or a concrete filled tubular section of hot-rolled steel.

19. The presence of the concrete is allowed for in two ways.
protection from fire
It is assumed to Resist a small axial load
to reduce the effective slenderness of the steel member, which increases its resistance to axial load.
The bending stiffness of steel columns of H-or I-section is much greater in the plane of the web (‘major-axis bending’) than in a plane parallel to the flanges (‘minor-axis bending’).

20. The ductility performance of circular type of columns is significantly better than rectangular types.
There is no requirement to provide additional reinforcing steel for composite concrete filled tubular sections.
corrosion protection is provided by concrete to steel sections in encased columns

21. While local buckling of the steel sections may be eliminated, the reduction in the compression resistance of the composite column due to overall buckling should definitely be allowed for.
The plastic compression resistance of a composite cross-section represents the maximum load that can be applied to a short composite column.

22. Joints
Example of vertical shear transfer between beam and column

23. Aspects for using composite structures:
Architectural
Economical
Functionality
Service and Flexibility
Assembly

24. Aspects for using composite structures
Architectural:
Longer spans
Thinner slabs
More slender column
More generous opportunities for design

25. Aspects for using composite structures
Economical:
Reduction of height reduces the total of the building --> saving area of cladding
Longer spans with the same height
--> column free rooms
Additional storeys with the same total height of building
Quicker time of erection:
Saving costs, earlier completion of the building
Lower financing costs
Ready for use earlier thus increasing rental income

26. Aspects for using composite structures
Functionality:
Fire protection by using principles of reinforced concrete in which the concrete protects the steel

27. Aspects for using composite structures
Service and building flexibility:
Adaptable structures
Modification during the life of the building
Modify services without violating the privacy of other occupants
Accommodation of service facilities
in the ceiling
within a false floor
in a coffer box running along the walls

28. Aspects for using composite structures
Assembly:
Working platforms of steel decking
Permanent shuttering
Reinforcement of profiled steel sheetings
Speed and simplicity of construction
Quality controlled products ensure greater accuracy

29. Construction methods
Traditionally two counteracting methods of construction could be observed both connected with special advantages but also disadvantages worth mentioning.
Conventional concrete construction method
Construction in steel
+ high ratio between bearing capacity and weight
+ freedom of form and shapes
+ prefabrication
+ easy to handle
+ high accuracy
+ thermal resistance
- low fire resistance
- time-consuming shuttering
- need of higher educated personal
- sensitive on tensile forces

30. Construction methods Composite Construction
comparing these two methods a combination of both presents the most economic way
+ higher bearing capacity
+ higher stiffness
+ plastic redistribution

31. Millennium Tower (Vienna - Austria)
Examples
Millennium Tower (Vienna - Austria)
55 storeys
Total height 202 m
Total ground floor m2
Capital expenditure about 145 million Euro
Time of erection: 8 months

32. Millennium Tower (Vienna - Austria)
Examples
Millennium Tower (Vienna - Austria)
Composite columns
Concrete core
Composite Slim floor beams
Concrete slab
42,3 m
Composite frame
33,05 m

33. Millennium Tower (Vienna - Austria)
Examples
Millennium Tower (Vienna - Austria)
Total time of erection: 8 month max. speed 2 to 2.5 storeys per week!

34. Parking deck “DEZ” (Innsbruck - Austria)
Examples
Parking deck “DEZ” (Innsbruck - Austria)
Erection of composite columns over 2 storeys
Assembly of prefabricated concrete slabs

35. Parking deck “DEZ” (Innsbruck - Austria)
Examples
Parking deck “DEZ” (Innsbruck - Austria)
4 storeys
Ground dimensions 60 x 30 m
Max. span length m with 26 cm slim floor slab (= l/40)