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

    ures

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    Struct

    ures

    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

    ures

    http://www.google.co.za/url?sa=i&source=images&cd=&cad=rja&docid=zyAW22Rb4U1d7M&tbnid=R5aBeqUuX689bM:&ved=0CAgQjRwwADgp&url=http%3A%2F%2Fwww.hongasteel.com%2Fen%2Fbuild_system.asp&ei=NH9cUrmIK8KwhAeKzoDIBw&psig=AFQjCNEpxGfbnea6mhj9wIm2eChGq7MRLw&ust=1381879988762146
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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

    Struct

    ures

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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

    ures

    The Ark Hotel, ChinaBuilding with steel frame

    http://www.google.co.za/url?sa=i&source=images&cd=&cad=rja&docid=jmg_nxeRPpGZ9M&tbnid=9FChwgl8tu3rAM:&ved=0CAgQjRwwAA&url=http%3A%2F%2Fwww.dailymail.co.uk%2Fnews%2Farticle-2083883%2FArk-Hotel-construction-Chinese-built-30-storey-hotel-scratch-15-days.html&ei=TYNcUu_GAsKBhAeIuIG4DQ&psig=AFQjCNEt6c48COPMF34vbcU0G1CAtnPnnQ&ust=1381881037088541
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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

    ures

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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?

    Struct

    ures

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    Estimate span ranges for different floor slab systems

    Floor slab spans

    Struct

    ures

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    Floor slab spans

    Struct

    ures

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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?

    Struct

    ures

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    Shallow floors

    http://www.google.co.za/url?sa=i&source=images&cd=&cad=rja&docid=ntf2Eubuc-X8zM&tbnid=UJuVVdHghSKQDM:&ved=0CAgQjRwwAA&url=http%3A%2F%2Fwww.steelconstruction.info%2FFloor_systems&ei=6JBcUvOZI4GUhQeLwYGYDA&psig=AFQjCNEEmhEXstFT_nBJc4VqrJKobRHCMg&ust=1381884520637924
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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

    ures

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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.

    http://www.steelconstruction.info/File:Fig_2_Junction_of_a_twin_light_steel_frame_separating_wall_with_a_shallow_composite_separating_floor.png
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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?

    Struct

    ures

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    Fire protection

    Application of thin film intumescentcoatings offsite

    Board protection systems

    http://www.steelconstruction.info/File:Off_site_application_2.png
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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

    Struct

    ures

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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

    Struct

    ures

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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

    ures

    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