theory of structures_floor systems
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Theory of Structures_ ARCH 310
Lecture Topic: Structural Floor Systems
Name: Lawrence Ogunsanya
Email : [email protected]
Struct
ures
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Introduction Floor systems are the horizontal planes that must support both
live loads and dead loads.
A group of components fastened together make up this
horizontal frame and it require support at two sides opposite
each other.
Floor systems must transfer their loads horizontally across
space to either beams and columns or to load bearing walls Floor systems may be composed of a series of linear beams
and joists overlaid with a plane of sheathing or decking or
consist of a homogenous slab of reinforced concrete.
The depth of the floor system is directly related to the size and
proportion of the grid network it must span and the strength ofthe materials used.
Floor systems can be in 3 main forms: Concrete, Steelor
Timber.Struct
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Struct
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Introduction
Concrete:
Concrete floor slabs are
supported by columns, beamsand loadbearing walls
Steel:
Steel beams support steeldecking or precast concrete
planks or slabs These beams may be
supported by girders, columnsor load bearing walls
Beam framing is typically anintegral part a steel frame
system.
Timber/wood:
Wood beams are alsosupported by girders, columnsor load bearing walls
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Struct
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What drives the choice of a
floor system?
Speed of construction
Services
Adaptability of space
Day lighting Aesthetics
Acoustics
Fire Resistance
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What drives the choice of a
floor system? Speed of construction For some projects the need to reduce to a minimum the
construction time (on site) may play a determining role. Indeed,
time is often one of the key drivers for choosing a structural steel
framework solution.
Struct
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The Ark Hotel, ChinaBuilding with steel frame
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What drives the choice of a
floor system? Services When a lot of service ducts are to be accommodated it may be
beneficial to adopt a floor solution that provides a flat soffit in order
to maximise the flexibility in routing these ducts beneath the
structural floor.
It will also be easy to remove and/or replace these ducts to meetfuture needs.
Solutions that provide a flat soffit don't also allow long spans. So an
alternative in a building that is both highly serviced and requires
long-span floors is to integrate the services within the beam depth,
so that the total depth of structural floor plus service zone isminimised
Another option is to use webbed or castellated beamsStruct
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Services intergraded into the floor
system
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Need for adaptable space This is dependent on the spanning ability of the floor material
This spanning ability allows the number of internal load bearing
walls and columns to be minimised.
Open floor spaces can be created, or non load-bearing
partitions (that are easily moved) used to form (temporary)individual areas.
What drives the choice of a
floor system?
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Estimate span ranges for different floor slab systems
Floor slab spans
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Floor slab spans
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Day lighting requirements 'Deep' floor plans (floor plan widths that are more than15 metres)
may mean that, occupants of a building are not exposed to
natural lighting.
Long span solutions may not then be the most appropriate
solution for certain situations, rather a short span design (for
example using shallow floors ) with an internal atrium may
provide a more appropriate internal environment.
The shallowness of the floors is achieved by placing the slabs
and beams within the same zone. An added benefit is that a flatsoffit is achieved.
What drives the choice of a
floor system?
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Shallow floors
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What drives the choice of a
floor system?
Aesthetics If false ceilings are used then the aesthetics of the soffit of a
given structural floor system are clearly irrelevant.
However, a number of clients have recently been looking for
exposed soffits, exposed primarily so that the thermal mass of
the floor is exposed.
The soffit must also then be visually appealing.
Struct
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What drives the choice of a
floor system?
Struct
ures
Acoustics In terms of resisting airborne sound a massive floor is beneficial,
and when considering impact sound avoiding stiff structural
connections between components is helpful.
Good detailing and installation of sound proof membranes are
needed.
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Acoustic floors
Under screed isolation materials
Floated wood and composite
floor systems
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Fire resistance The most common solution adopted to provide fire
resistance is to protect the steel members so that they
remain at a sufficiently low temperature).
Use a lot of concrete on the building.
Intumescent coatings, which are applied off-site and expand
with temperature to provide an insulation layer, are often
used.
If the steel elements are embedded in concrete this can
provide the necessary insulation against fire. Other options include board protection and the use of a
cementitious spray.
What drives the choice of a
floor system?
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Fire protection
Application of thin film intumescentcoatings offsite
Board protection systems
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Struct
ures
Concrete floor slab systems
Flat slab Flat plate
Beam and slab
Ribbed (waffle slab) Hollow core slab (precast)
Solid slab (precast)
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FLAT SLAB
A flat slab is a one-way or two-way system with thickenings
in the slab at the columns and loadbearing walls called 'drop
panels.
Drop panels acts as T-beams over the supports. They
increase the shear capacity and the stiffness of the floor
system under vertical loads, thus increasing the economicalspan range.
Struct
ures
Concrete floor slab systems
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FLAT SLAB
Advantages
Simple formwork
No beamssimplifying under-floor services outside the
drops
Minimum structural depth
Usually does not require shear reinforcement at the columns.
Disadvantages:
Medium spans
Generally not suitable for supporting brittle (masonry)
partitions
Drop panels may interfere with larger mechanical ducting
Vertical penetrations need to avoid area around columns
For reinforced flat slabs, deflection at the middle strip may be
critical.
Struct
ures
Concrete floor slab systems
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FLAT PLATE
Advantages: Simple formwork and suitable for direct fix or sprayed ceiling
No beamssimplifying under-floor services
Minimum structural depth and reduced floor-to floor height.
Disadvantages: Medium spans
Limited lateral load capacity as part of a moment frame
May need shear heads or shear reinforcement at the
columns or larger columns for shear Long-term deflection may be controlling factor
May not be suitable for supporting brittle (masonry) partitions
May not be suitable for heavy loads.
Concrete floor slab systems
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BEAM AND SLAB
This system consists of beams framing into columns and
supporting slabs spanning between the beams. It is a very traditional system. The relatively deep beams
provide a stiff floor capable of long spans, and able to resist
lateral loads.
However, the complications of beam formwork, co-ordination
of services, and overall depth of floor have led to a decrease
in the popularity of this type of floor.
Concrete floor slab systems
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BEAM AND SLAB
Advantages:
Traditional effective solution
Long spans.
Disadvantages:
Penetrations through beams for large ducts
difficult to handle
Depth of floor
Greater floor-to-floor height
Concrete floor slab systems
Struct
ures
fl l b
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RIBBED [WAFFLE] SLAB
The basic construction method begins by digging a trenchdown to undisturbed mineral subsoil.
Ribbed floors consisting of equally spaced ribs are usually
supported directly by columns
They are either one-way spanning systems known as ribbed
slab or a two-way ribbed system known as a waffle slab.
This form of construction is not very common because of the
formwork costs and the low fire rating.
Ribbed slabs are suitable for medium to heavy loads, can
span reasonable distances, are very stiff and particularlysuitable where the soffit is exposed.
Struct
ures
Concrete floor slab systems
fl l b
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Concrete floor slab systemsRIBBED [WAFFLE] SLAB
Advantages:
Savings on weight and materials Long spans
Attractive soffit appearance ifexposed
Economical when reusableformwork pans used
Vertical penetrations betweenribs are easy.
Disadvantages:
Depth of slab between the ribsmay control the fire rating
Requires special or proprietaryformwork
Large vertical penetrations are
more difficult to handle.
fl l b
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HOLLOWCORE
Hollow core floor planks are precast, pre-stressed units
produced on long-line casting beds using slide forming orextrusion methods
During manufacture, cores are formed throughout the unit,
reducing its self-weight.
Planks are usually 1200-mm-wide, though somemanufacturers can produce 2400-mm-wide units.
These wider units may require increased crane capacity but
offer greater speed of placement, less joints, grouting and
sealing.
Struct
ures
Concrete floor slab systems
C fl l b
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SOLID SLABS
Solid precast pre-stressed floor slabs are typically wet-cast on
long-line beds in unit moulds or by hollowcore equipmentusing slip form or extrusion methods.
Thickness is usually 150, 200 and 250 mm.
Solid slabs are chosen where the loading results in high
shear or there are heavy point loads;
the environment is aggressive, for example in splash zones or
where condensation may occur over water, dry arid areas.
High cover or special concrete is required;
Struct
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Concrete floor slab systems
C fl l b
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PRECAST CONCRETE SLABS
Advantages
Durability and low maintenance.
Corrosion and impact resistance,
Fire resistance
Able to control the quality of materials and workmanship
better than onsite
Manufactured to various sizes and thickness
Disadvantages:
Handling and transporting
Stresses induced during handling and erecting units may
cause significant structural design concerns
Struct
ures
Concrete floor slab systems
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Questions