Reinforced Concrete Basics

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Questions and Answers

What should mixing water for pre-stressed concrete not contain?

  • Excessive amounts of aluminum
  • Deleterious amounts of chloride ions (correct)
  • High levels of iron oxides
  • Significant amounts of free moisture

At what angle is a longitudinal bar considered bent in the context of beam reinforcement?

  • At a 45-degree angle
  • At a 25-degree angle
  • At a 30-degree angle or more (correct)
  • At a 15-degree angle

What is the implication of bending reinforcing bars on or near the inflection point of a beam?

  • It enhances the compression resistance
  • It reduces the tensile strength of the beam
  • It allows for additional tension across supports (correct)
  • It decreases the required length of straight bars

What type of reinforcement is excluded from the requirement of being deformed?

<p>Structural steel (B)</p> Signup and view all the answers

What additional requirement is indicated for reinforcement to be welded onto the structure?

<p>Welding procedures must be specified in drawings (D)</p> Signup and view all the answers

What installation method is required for straight additional bars across the top of the beam?

<p>They must extend to the required length (D)</p> Signup and view all the answers

Where should bent bars be extended in a beam?

<p>At the support towards the adjacent span (C)</p> Signup and view all the answers

What is the minimum diameter for spirals used in cast-in-place construction?

<p>10 mm (A)</p> Signup and view all the answers

What is the maximum allowed clear spacing between spirals?

<p>75 mm (A)</p> Signup and view all the answers

How many extra turns of spiral bar or wire are required for anchorage of spiral reinforcement?

<p>1 ½ extra turns (C)</p> Signup and view all the answers

What is the minimum lap splice length for spiral reinforcement?

<p>300 mm (A)</p> Signup and view all the answers

What is the minimum size requirement for lateral ties enclosing non-pre-stressed bars?

<p>10 mm (C)</p> Signup and view all the answers

Which of the following is an acceptable form of reinforcement provided for bundled reinforcement?

<p>Deformed wire of equivalent area (D)</p> Signup and view all the answers

For longitudinal bars that are 36 mm in size or larger, what is the minimum size for lateral ties?

<p>12 mm (C)</p> Signup and view all the answers

Where should spirals extend in a structure?

<p>From the top of footing or slab (D)</p> Signup and view all the answers

What is the minimum spacing for lateral ties if the longitudinal bars are 32 mm or smaller?

<p>No more than 16 mm (C)</p> Signup and view all the answers

In what situation must ties extend from above the termination of spirals?

<p>Where beams or brackets do not frame into all sides of a column (A)</p> Signup and view all the answers

What is the purpose of stirrups in a concrete beam?

<p>To resist the vertical component of diagonal tension (A)</p> Signup and view all the answers

Which of the following describes a standard hook in reinforcement detailing?

<p>A 90°, 135° or 180° bend with a specific radius based on bar diameter (B)</p> Signup and view all the answers

For a 20 mm bar, what is the required extension at the free end of a hook with a 90° bend?

<p>12 db extension (B)</p> Signup and view all the answers

What is the purpose of a truss bar in reinforced concrete beams?

<p>To act as a longitudinal bar bent at moment reversal points (A)</p> Signup and view all the answers

In the building code requirements, what must be the minimum required extension for a 16 mm bar with a 90° bend?

<p>6 db extension (B)</p> Signup and view all the answers

What does the 'db' in the extension requirements for hooks refer to?

<p>Diameter of the bar (C)</p> Signup and view all the answers

Which of the following options correctly states a requirement for stirrups according to standard building codes?

<p>Stirrups should be U-shaped or closed-looped (C)</p> Signup and view all the answers

What is the function of diagonal tension reinforcement in a beam?

<p>To strengthen areas of moment reversal (B)</p> Signup and view all the answers

Which of the following is a characteristic of a stirrup?

<p>It is placed perpendicular to longitudinal reinforcement (C)</p> Signup and view all the answers

Where should bars be spliced in slabs according to the provided specifications?

<p>At mid-span for both top and bottom bars (A)</p> Signup and view all the answers

What is the required distance for reinforcing bars from the face of the wall for a standard wall thickness of 0.10 m?

<p>0.03 m (A)</p> Signup and view all the answers

What is the definition of substructure in the context of building construction?

<p>The foundation and underlying structure (B)</p> Signup and view all the answers

Which wall thickness requires the reinforcing bars to be placed at both faces vertically according to the schedule?

<p>0.15 m (B)</p> Signup and view all the answers

What is established as the passive soil pressure in construction terms?

<p>The horizontal component of resistance developed by soil (D)</p> Signup and view all the answers

What is the maximum allowable spacing of main bars in a reinforced slab?

<p>450mm (D)</p> Signup and view all the answers

In a one-way slab, what is the proposed arrangement for shrinkage reinforcement?

<p>Perpendicular to the principal reinforcement (B)</p> Signup and view all the answers

What characterizes a flat plate in terms of structural support?

<p>Supported directly by columns without beams or girders (C)</p> Signup and view all the answers

How does a continuous slab compare to a series of simply supported slabs?

<p>It is subject to lower bending moments (D)</p> Signup and view all the answers

What is the purpose of an expansion joint in construction?

<p>To accommodate movement due to temperature changes (C)</p> Signup and view all the answers

What distinguishes a concrete topping from a standard concrete slab?

<p>It is a thin layer of high-quality concrete placed over a slab (B)</p> Signup and view all the answers

What is the relationship between the spacing in a column strip and the spacing of other bars?

<p>It is 3/2 times the spacing at the center (D)</p> Signup and view all the answers

What is a bonding layer used for in concrete work?

<p>To prepare the surface for new concrete application (C)</p> Signup and view all the answers

What factor governs the thickness of a flat plate?

<p>Shear strength requirements (A)</p> Signup and view all the answers

Which statement is true regarding the characteristics of Beam-and-Girder slabs?

<p>They are supported by primary beams or girders (D)</p> Signup and view all the answers

Flashcards

Bent Bar

A longitudinal bar bent to an angle of 30 degrees or more with the axis of the concrete beam, perpendicular to and intersecting the cracking that could occur from diagonal tension.

Chloride Ions in Concrete

Mixing water for pre-stressed concrete or concrete containing aluminum embedments should not have high chloride ion levels.

Bend Reinforcing Bars

Reinforcing bars bent upwards near the point where the beam changes direction are extended across the support, towards the adjacent span.

No Bent Bars

Reinforcing bars not bent are placed straight across the support on the top of the beam.

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Deformed Reinforcement

Reinforcement used in concrete must be deformed, except for structural steel or steel pipe.

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Welding Reinforcement

Welded reinforcement in concrete requires specific drawings and procedures.

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Straight Reinforcing Bars

Reinforcing bars that are not bent, and additional straight bars are placed at the supports.

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Superstructure

The portion of a building above the ground or foundation level.

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Substructure

The part of a structure that supports the superstructure and rests on the ground or foundation.

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Substratum

The material that underlies a foundation, typically soil.

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Soil Pressure

Refers to the pressure exerted by the soil onto a foundation.

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Passive Soil Pressure

The horizontal resistance provided by soil to a structure, preventing movement.

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Positive Moment in a Beam

The central area of a beam's span where bending forces cause the beam to curve upwards, resulting in positive stress.

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Truss Bar

A longitudinal reinforcing bar that is bent upwards or downwards at points where the direction of bending changes in a reinforced concrete beam. It helps to resist the change in bending forces.

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Standard Hook

A 90°, 135°, or 180° bend made at the end of a reinforcing bar that conforms to industry standards. The radius of the bend depends on the bar's diameter.

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Stirrup

U-shaped or closed-loop bars placed perpendicular to the longitudinal reinforcement in a concrete beam. They resist the vertical component of diagonal tension, which arises due to shear forces.

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Moment Reversal

The point where the forces causing a beam to bend change from upwards (positive moment) to downwards (negative moment) or vice versa.

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180° Standard Hook

A type of standard hook where the reinforcing bar is bent 180 degrees and extended 4 times its diameter, but not less than 65mm at the free end.

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90° Standard Hook (Small Bar)

A type of standard hook used for stirrups and tie hooks, where a 16mm bar or smaller is bent 90 degrees and extended 6 times its diameter at the free end.

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90° Standard Hook (Large Bar)

A type of standard hook used for stirrups and tie hooks, where a 20mm or 25mm bar is bent 90 degrees and extended 12 times its diameter at the free end.

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135° Standard Hook

A type of standard hook where a 25mm bar or smaller is bent 135 degrees and extended 6 times its diameter at the free end.

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Spiral Reinforcement

A type of reinforcement made of a continuous spiral bar or wire wrapped around the longitudinal bars of a concrete element, providing lateral support and preventing buckling.

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Spiral Spacing

The distance between two adjacent spiral turns. It should not exceed 75mm and not be less than 25mm.

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Bundled Reinforcement

Reinforcement consisting of two to four bars tied together to act as one unit, often placed at corners of a structure.

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Lateral Reinforcement

Lateral reinforcement used in compression members like columns, ensuring stability and preventing failure under compressive loads.

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Lateral Ties

Small hoops or ties that enclose the longitudinal bars in compression members, preventing buckling and providing support.

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Minimum Spiral Diameter

The minimum diameter of spiral bars used in cast-in-place construction, ensuring adequate strength and resilience.

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Anchorage of Spiral Reinforcement

The method of securing the ends of the spiral reinforcement, typically involving additional loops for anchoring.

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Spiral Splice Length

The minimum length of overlap required for splicing spiral reinforcement using welding, ensuring continuity and strength.

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Spiral Extension Range

The area where the spiral reinforcement should extend vertically, ensuring stability and proper transfer of load.

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Lateral Ties for Non-Fully Framed Columns

Special considerations for lateral ties in columns where beams or brackets don't frame into all sides, requiring extended ties for support.

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Shrinkage and Temperature Reinforcement

Reinforcement placed perpendicular to the principal reinforcement in a one-way slab to absorb the stresses resulting from shrinkage or changes in temperature.

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Concrete Topping

A thin layer of high-quality concrete placed over a concrete to form a floor surface.

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Bonding Layer

A thin layer of mortar spread on a moistened and prepared existing concrete surface prior to laying a new concrete slab.

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Expansion Joint

A joint or gap between adjacent parts of a building or structure or concrete work which permits their relative movement due to temperature changes without rupture or damage.

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Continuous Slab

A reinforced concrete slab extending as a structural unit over three or more supports in a given direction. A continuous slab is subject to lower bending moments than a series of discrete, simply supported slabs.

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Flat Plate

A concrete slab of uniform thickness reinforced in two or more directions and supported directly by columns without beams or girders. Flat plates are suitable for short to medium spans with relatively light live loads. Since there are no column capitals or drop panels, shear governs the thickness of a flat plate.

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Spacing of Main Bars

The spacing of main reinforcement bars in a concrete slab should be 3t, not exceeding 450mm.

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Spacing of Bars Within Column Strip

The spacing of bars within the column strip of a slab is 3/2 times the spacing at the center.

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Study Notes

Reinforced Concrete

  • Concrete with embedded steel reinforcement
  • Materials act together to resist forces
  • Plain concrete lacks reinforcement
  • Ferrocement uses cement mortar over wire mesh
  • Cast-in-place concrete is deposited and hardened in place
  • Reinforcement absorbs tensile, shear, and compressive stresses
  • Deformed bars have surface deformations for better bond with concrete
  • Tension reinforcement absorbs tensile stresses
  • Compression reinforcement absorbs compressive stresses
  • Balanced section: tension and compression reinforcement reach yield strength simultaneously
  • Over-reinforced section: concrete reaches ultimate strain before the tension reinforcement, which is a dangerous design
  • Under-reinforced section: tension reinforcement reaches yield strength before the concrete, a desirable design
  • Assumptions in Elastic Theory: plane sections remain plane, concrete is elastic, and stress varies from zero at the neutral axis to a maximum at the extreme fibers

Beam

  • A rigid structural member that transfers transverse loads
  • Simple beam: single span supported at ends
  • Semi-continuous beam: two spans (with or without restraints at ends)
  • Cantilever beam: supported at one end, the other end extending beyond the support
  • Continuous beam: supported on more than two supports
  • T-beam: part of floor and beam unit (poured simultaneously)
  • Reinforced concrete beam: designed to act together with longitudinal and web reinforcement

Beam Nomenclature

  • Effective Depth of Section: Measured from the compression face to the centroid of the tension reinforcement
  • Bar Spacing: Center-to-center spacing of parallel bars, regulated by bar diameter, maximum aggregate size, and section thickness
  • Span of Supports: Distances between posts, columns, or supporting walls
  • Concrete Layer/Cover: Concrete protecting steel reinforcement from fire and corrosion (measured from reinforcement surface to outer concrete surface)
  • Bond: Adhesion between concrete and reinforcing bar
  • Bond Stress: Adhesive force per unit area of contact between a reinforcing bar and surrounding concrete
  • Developmental Length: Reinforcement length required to develop design strength at a critical section

Concrete Column

  • A structural member that resists applied forces (vertical and lateral)
  • Short column length <= shortest lateral dimension x 10
  • Long column length > shortest lateral dimension x 10
  • Tied column: vertical bars and individual ties
  • Spiral reinforcement: continuous, evenly spaced spiral (held firmly by spacers)
  • Balanced section: tension and compression reinforcement reach yield strength simultaneously
  • Over-reinforced section: concrete reaches ultimate strain before the tension reinforcement, which is a dangerous design
  • Under-reinforced section: tension reinforcement reaches yield strength before the concrete, a desirable design
  • Bundled reinforcement: two to four bars tied together to form a single unit reinforcement

Composite Column

  • A column with structural steel embedded into its concrete core (spiral column)
  • Combined column: steel encased in concrete

Minimum Bend Diameters

  • Minimum diameter for bends (for different bar sizes)
  • Internal bend diameter related to reinforcement size

Concrete Protection for Reinforcement

  • Minimum cover (in mm) for different locations/exposure conditions

Concrete Slab

  • Principal reinforcement: reinforcement absorbing loads and moments
  • Shrinkage reinforcement, temperature reinforcement: perpendicular to principal reinforcement, absorbing shrinkage and temperature changes
  • Concrete topping: thin layer of high-quality concrete placed on existing concrete to form a floor surface
  • Bonding layer: thin mortar layer on existing concrete before new concrete slab
  • Construction joint: where two successive concrete placements meet
  • Isolation joint: gap between concrete slab and adjoining columns/walls (for movement due to temperature)
  • Control joint: line of weakness where cracking may occur during tensile stress

Foundations

  • Types of foundations, including shallow and deep
  • Isolated footing, spread footing, square block footing, mid-footing, corner footing, edge footing, square sloped footing, stepped footing, rectangular footing, combined footing
  • Rectangular combined footing, trapezoidal combined footing, continuous footing, strip footing, strap footing
  • Mat foundation, ribbed mat, cellular mat, floating foundation, grillage/grid foundation, wall footing

Pile Foundation

  • Types of piles (timber, H-pile, pipe, precast concrete, cased, uncased)
  • Bearing pile, friction pile
  • Types of pile drivers (drop hammer, steam hammer, single acting, double acting)
  • Pile cap
  • Types of piles include cased, uncased, cast-in-place, steel, composite, and timber
  • Pile eccentricity, pile tolerance
  • Negative friction
  • Batter pile

Caissons

  • Types of caissons (box, open, pneumatic)
  • Parts of pneumatic caisson (air lock, compressed air-line, blow-out line, working chamber, cutting edge, bell bucket, casing)

Formworks

  • Temporary structures that contain and support concrete during placement
  • Types of formworks
  • Scaffolding, falsework, staging, shore, wale, breast timber, ranger, waler, wedge, strongback, stiffback, spreader, spacer, grade strip, bulkhead, yoke

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