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Cement
The main binding component in concrete that reacts with water to form a hardened mass.
Fine Aggregate (Sand)
The fine aggregate commonly used to fill voids and improve workability of concrete.
Coarse Aggregate (Gravel/Crushed Stone)
The coarse material in concrete mix that provides bulk and strength.
Reinforcing Steel (Rebar)
The steel bars or mesh embedded in concrete to resist tensile stresses.
Admixture
The ingredient added to improve workability, durability, or setting time of concrete.
Water
The component that activates cement for hydration and affects workability and strength.
Concrete
A mixture of cement, water, fine and coarse aggregates that hardens over time.
Mortar
A combination of cement, sand, and water used to bond masonry units.
Paste
The mixture of cement and water before aggregates are added.
Cement
Fine Aggregate (Sand)
Coarse Aggregate (Gravel/Crushed Stone)
Reinforcing Steel (Rebar)
Admixture
Water
Concrete
Mortar
Paste
CONCRETE MATERIALS & COMPONENTS
Workability
The property of fresh concrete that describes its ease of flow and placement.
Consistency
The stiffness or fluidity of fresh concrete.
Slump Test
The tool or test used to measure the consistency of fresh concrete.
Segregation
The separation of coarse aggregates from the cement paste due to poor mix or handling.
Bleeding
The upward movement of water to the surface of fresh concrete.
Setting Time
The time required for concrete to start and finish hardening.
Hydration
The chemical reaction between cement and water that causes concrete to harden.
Workability
Consistency
Slump Test
Segregation
Bleeding
Setting Time
Hydration
FRESH CONCRETE PROPERTIES & TESTS
Tensile Stress
The type of stress that steel reinforcement is primarily used to resist.
Yield Strength (fy)
The stress at which reinforcing steel begins to yield.
Ductility
The ability of steel to deform without breaking.
Development Length
The minimum length of rebar required to achieve full bond with concrete.
Splice
The connection of two reinforcement bars to transfer force.
Concrete Cover
The concrete layer that protects reinforcement from corrosion and fire.
Bond/Composite Action
state when both concrete and steel deform together under load without slipping.
Tensile Stress
Yield Strength (fy)
Ductility
Development Length
Splice
Concrete Cover
Bond/Composite Action
REINFORCEMENT & STEEL PROPERTIES
Compressive Stress
The type of stress concrete handles well due to its high compressive strength.
Tensile Stress
The stress that pulls materials apart and causes cracking in concrete.
Shear Stress
The stress that causes sliding forces within a structural member.
Bending Moment
The internal moment that causes a beam to bend.
Shear Force
The internal force that causes one section of a beam to slide past another.
Neutral Axis
The location in a bending member where stress is zero.
Compressive Stress
Tensile Stress
Shear Stress
Bending Moment
Shear Force
Neutral Axis
STRUCTURAL BEHAVIOR & STRESSES
Dead Load
The load from the structure's own weight, such as beams and slabs.
Live Load
The type of variable load caused by people, furniture, or moveable equipment.
Reaction
The total upward force provided by supports to resist applied loads.
Environmental Load
Loads from wind, earthquake, temperature, or rain.
Impact Load
A sudden or shock load applied in a short time.
Factored Load
A load multiplied by safety factors for design.
Dead Load
Live Load
Reaction
Environmental Load
Impact Load
Factored Load
LOADS & REACTIONS
Flexural Cracks
The initial cracking pattern in a concrete beam subjected to bending.
Compression Failure
The failure of a reinforced concrete column due to crushing of concrete under axial load.
Creep
The long-term deformation of concrete under sustained load.
Shrinkage
The decrease in volume of concrete due to drying.
Buckling
Sudden sideways failure of a column under compressive load.
Deflection
The vertical displacement of a structural member under load.
Shear Cracks
Diagonal cracks due to excessive shear forces.
Flexural Cracks
Compression Failure
Creep
Shrinkage
Buckling
Deflection
Shear Cracks
FAILURE MODES & DEFORMATIONS
Typical Compressive Strength (𝒇𝒄′ )
The typical value of concrete compressive strength after 28 days (normal concrete).
Strength Design / Ultimate Strength Design / LRFD
The term for a design method that uses factored loads and strengths for safety.
Allowable Stress Design (ASD)
A method using working stresses lower than material strength.
Factor of Safety
A design margin to ensure safety against failure.
Balanced Condition
When concrete crushes and steel yields at the same time.
Under-Reinforced Section
Steel yields before concrete crushes (ductile and preferred).
Over-Reinforced Section
Concrete crushes before steel yields (brittle and unsafe).
Modular Ratio
The ratio of the modulus of elasticity of steel to concrete.
Stress Block
The idealized distribution of compressive stress in concrete.
Service Load
The actual load during normal use of the structure.
Ultimate Load
The maximum load a structure can carry before failure.
Typical Compressive Strength (𝒇𝒄′ )
Strength Design / Ultimate Strength Design / LRFD
Allowable Stress Design (ASD)
Factor of Safety
Balanced Condition
Under-Reinforced Section
Over-Reinforced Section
Modular Ratio
Stress Block
Service Load
Ultimate Load
DESIGN CONCEPTS & METHODS