presentation to concrete structures

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    PRESENTATION

    REINFORCED CONCRETE

    By Dr :Samy Akil Fawzy Ph.D. Concrete Structures.

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    Reinforced Concrete structures may be:

    1-Buidings

    2-Tanks

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    3-Bridges

    4-Tunnels

    5-Silos

    6-Sheds & Halls

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    7-Towers

    8-Airports

    9-Dams

    10-Retaining walls.

    11-chimenys

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    In order to construct any concrete structure we

    have to study the following items:

    1-The materialsused in constructionSteel reinforcement Concrete or others.

    2-The expectedloadson the structure.

    Wind load- Seismic loads Dead or live loads

    3-Thestraining actionsaffecting the structure

    As Bending moment Shearing force & Normal force.

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    Concrete structures are divided into 4 main elements:

    1-Slab & Stairs

    As Solid slab ,Hollow block ,Flat slab ,Paneled beam

    precast slab ,Hollow core slab ,Double Tee.

    2-Beams

    Either cast in situ or Precast beams and can be used a steel joist instead

    of the concrete beam.

    3-Columns and Walls

    Columnscan be of different shapes and sizes.

    Wallscan be shear walls or wall cores

    4-Footings & Retaining walls.

    Footingsas isolated , combined ,strap, strip, piles , casions.Tie beams or smelles.

    It is used to tie the whole building to act together if differential

    settlement might occur to the soil and also it can be used in an upper

    level to carry walls as to decrease the height of bricks in the ground level.

    Retaining wallsact as a support for soil earth pressure.

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    The Design of any structure element is the calculation of the needed

    dimension & inclusion of steel reinforcement in order to resist the

    straining actions which occur on the structure.

    Slabs

    Beams

    Columns

    Footing

    Design

    Concretedimension

    Quantity

    of steel.

    Details of

    Steel.

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    Reinforced Concrete consists of:

    Cement

    GravelSand

    Water

    Admixtures

    Strengthen by steel reinforcement.

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    Concrete:Concrete has a high compressive strength and low tensile

    strength it might be about one tenth of the compressive

    strength.

    The low tensile strength of concrete and ductility are

    enhanced by the inclusion of reinforcement having a high

    tensile strength and increasing the ductility of theconcrete element.

    Reinforcement are generally designed to resist the tensile

    stress in the region of the cracked concrete.

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    Building Types

    1-Skelton Type: The loads

    are transferred from theSlabs to beams and the

    columns carry the beams.

    The loads from the columns

    are carried by the reinforced

    Footings.

    2-Wall Bearing Type:

    The old building type were the loads of the slabs are carried by beams

    Which are above each wall, and the loads of the beams are transferred

    to the bearing wall below(not less than 1 brick) to the footing below

    either reinforced strip footing or plain concrete strip footing.

    Wall

    Footing

    Slab R.C Beam

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    The Wall bearing type ,the bricks starts at the

    strip footings or R.C. smelles with a thickness

    not less than 520 mm (2 bricks) and decreases

    in thickness as we go upward so that the final

    thickness of the wall bearing wont be less

    than 250 mm (1 brick).

    When the wall carry more slabs the downward

    thickness of the wall will depend on the loads

    above but wont be less than 520mm as

    mentioned before.

    Not less than 520 mm

    Not less than 250

    mm-Wall Bearing Type

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    Skelton Type:The loads in the Skelton type building transfer from an

    element to another till it reaches the ground.

    1-Slab & Stairs

    As Solid slab ,Hollow block ,Flat slab ,Paneled beam

    precast slab ,Hollow core slab ,Double Tee.

    2-Beams

    Either cast insitu or Precast beams and can be used a steel

    joist instead of the concrete beam.3-Columns

    Columns can be of different shapes and sizes.

    3-Walls

    Walls can be shear walls or wall cores

    4-Footings

    Footings as isolated , combined ,strap, strip, piles , casions.4-Tie beams & Smelles

    It is used to tie the whole building to act together if

    differential settlement might occur to the soil and also it can

    be used in an upper level to carry walls as to decrease the

    height of bricks in the ground level.

    4-Retaining walls.

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    We will focus upon the slabs

    The Slabs

    Concrete slab is a common structural element of modern buildings

    and used in the construction of floors and ceilings.

    Slabs are carried by columns and beams

    Reinforced concrete slabs typically ranges between 100 mm -500

    mm in thickness.

    The reinforced concrete slab depends upon the area carried and the

    short span in fact for the serviceability requirements.

    The choice of type of the slab depends on many factors the most

    important is the economy of construction

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    Solid Slabs might be

    A-One way slab

    B-Two way slab

    C-Cantilever slab

    Solid Slab

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    1. ordinary flat slab

    2. Flat slab with Drop panel only

    3. Flat slab with Column Head only

    4. Flat slab with Drop panel &Column Head

    Flat Slab

    ll bl kSlb

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    Hollow block Slab

    W ffl RbbdSlb

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    Waffle or Ribbed Slab

    P ldb

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    Paneled beam

    Slab

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    Concrete Structures are affected by some kind of loading

    as:

    1-Dead load2-Live load

    3-Wind load especially in towers

    4-Earthquake loading

    5-differntial settlement

    6-temperature loading

    7-braking force8-lateral shock in cranes

    9-water and earth pressure

    10-impact load

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    Design of Reinforced Concrete members

    1-Limit State design Method)Ultimate strength limitstate),(stability limit state),(Serviceability limit state).

    2-Elastic (working Stress) Design Method

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    Thank You for your attention