Back to courses
Part 1: Original Categories — Revised (courses 1–2660) beginner

Concrete and masonry basics

Duration0 hours
Modules7
ForGeneral public, lifelong learners
Video1-2min
Get started — free →

Course outline

Module 1 Module 1: Introduction to Concrete Materials

Introduction to Concrete Materials

Introduction

Core content I

Core content II

Core content III

Summary

Further learning

Knowledge check

Q1. What are the four primary ingredients of basic concrete?
  • A. Cement, water, sand, and gravel ✓
  • B. Lime, water, clay, and sand
  • C. Cement, oil, sand, and stone dust
  • D. Plaster, water, gravel, and fiberglass

Why: Concrete is made from cement (the binder), water (which triggers hydration), fine aggregate (sand), and coarse aggregate (gravel or crushed stone). The other options include materials that are not standard components of concrete.

Q2. What chemical process causes concrete to harden and gain strength?
  • A. Carbonation
  • B. Evaporation
  • C. Hydration ✓
  • D. Oxidation

Why: Hydration is the chemical reaction between cement and water that forms calcium silicate hydrate and other compounds, which bind the aggregates together and give concrete its strength. Concrete hardens through this reaction, not simply by drying out.

Q3. What is the approximate ideal water-to-cement ratio by weight for workable, strong concrete?
  • A. 0.2 to 0.3
  • B. 0.4 to 0.6 ✓
  • C. 0.8 to 1.0
  • D. 1.2 to 1.5

Why: A water-to-cement ratio between about 0.4 and 0.6 provides enough water for hydration while maintaining good strength. Too much water weakens the concrete and increases porosity, while too little makes it difficult to place and finish.

Q4. What is the difference between fine aggregate and coarse aggregate?
  • A. Fine aggregate is sand, while coarse aggregate is gravel or crushed stone larger than about 4.75 mm ✓
  • B. Fine aggregate is gravel, while coarse aggregate is sand
  • C. Fine aggregate is used only for mortar, while coarse aggregate is used only for foundations
  • D. Fine aggregate is lightweight, while coarse aggregate is always heavy

Why: Fine aggregate consists of particles small enough to pass a 4.75 mm sieve, typically sand. Coarse aggregate is retained on that sieve and includes gravel or crushed stone. Both types are used in concrete mixes, not restricted to specific applications.

Q5. Why is curing important for concrete?
  • A. It changes the color of the concrete permanently
  • B. It allows hydration to continue by keeping the concrete moist, which helps it reach its design strength ✓
  • C. It removes excess water so the concrete becomes lighter
  • D. It hardens the surface only and has no effect on the interior

Why: Curing maintains adequate moisture and temperature so hydration can continue over time. Without proper curing, concrete can dry prematurely, leading to reduced strength, surface cracking, and lower durability.

Module 2 Module 2: Cement, Aggregates and Water Ratios

Cement, Aggregates and Water Ratios

Introduction

Core content I

Core content II

Core content III

Summary

Further learning

Knowledge check

Q1. What is the primary binding agent in concrete?
  • A. Sand
  • B. Portland cement ✓
  • C. Gravel
  • D. Lime putty

Why: Portland cement is the binder that reacts with water (hydration) to form a hard paste that holds the aggregates together. Sand and gravel are aggregates, not binders.

Q2. Which term describes the ratio of water to cement by weight in a concrete mix?
  • A. Slump ratio
  • B. Water-cement ratio ✓
  • C. Aggregate ratio
  • D. Hydration index

Why: The water-cement (w/c) ratio is the weight of water divided by the weight of cement. It is one of the most important factors controlling concrete strength and durability.

Q3. What happens to concrete strength when more water than necessary is added to the mix?
  • A. Strength increases significantly
  • B. Strength stays the same
  • C. Strength decreases due to increased porosity ✓
  • D. Strength is only affected in cold weather

Why: Excess water that does not take part in hydration evaporates and leaves voids and capillary pores, increasing porosity and reducing strength and durability.

Q4. Which aggregate type is generally used for normal-weight structural concrete?
  • A. Pumice
  • B. Vermiculite
  • C. Crushed stone or river gravel ✓
  • D. Expanded clay

Why: Crushed stone and river gravel are dense, strong, normal-weight aggregates commonly used in structural concrete. Pumice and vermiculite are lightweight aggregates used for insulating or lightweight applications.

Q5. Why should aggregates be clean and free from clay or silt?
  • A. Clay and silt make the concrete heavier
  • B. Clay and silt improve workability
  • C. Clay and silt coatings weaken the bond with cement paste ✓
  • D. Clay and silt speed up hardening

Why: Fine clay and silt coatings prevent good adhesion between the aggregate particles and the cement paste, reducing the strength and durability of the concrete.

Module 3 Module 3: Mixing, Placing and Curing Concrete

Mixing, Placing and Curing Concrete

Introduction

Core content I

Core content II

Core content III

Summary

Further learning

Knowledge check

Q1. Which of the following is the primary purpose of curing concrete?
  • A. To change the color of the concrete surface
  • B. To maintain moisture and temperature so the cement can continue hydrating and gain strength ✓
  • C. To make the concrete lighter in weight
  • D. To speed up the setting time to under one hour

Why: Curing keeps the concrete moist and at a suitable temperature so that cement hydration continues. Adequate hydration is what develops the concrete's strength and durability; if concrete dries out too early, its strength and surface quality suffer.

Q2. What is the typical water-to-cement ratio range recommended for workable structural concrete?
  • A. 0.10 to 0.20
  • B. 0.40 to 0.60 ✓
  • C. 0.80 to 1.00
  • D. 1.20 to 1.50

Why: A water-to-cement ratio of roughly 0.40 to 0.60 is typical for structural concrete. Too little water makes the mix hard to place and compact, while too much water weakens the final product and increases shrinkage and porosity.

Q3. Why should concrete be placed within a limited time after mixing?
  • A. Because the aggregate will float to the surface
  • B. Because the concrete begins to set and lose workability as hydration progresses ✓
  • C. Because the steel reinforcement will rust immediately
  • D. Because the cement loses its color

Why: Once mixed, cement begins to hydrate and the concrete gradually stiffens and loses workability. Placing it promptly ensures it can be properly consolidated and finished before it sets, preventing cold joints and poor bonding.

Q4. What is the purpose of vibrating freshly placed concrete?
  • A. To remove entrapped air and ensure the concrete fills the forms and surrounds the reinforcement ✓
  • B. To add more water to the mix
  • C. To cool the concrete down quickly
  • D. To separate the cement from the sand

Why: Consolidation by vibration releases trapped air voids and helps the concrete flow around reinforcement and into all corners of the formwork. This produces a denser, stronger, and more durable member with a better surface finish.

Q5. Which practice is recommended to help prevent rapid moisture loss during the early curing period?
  • A. Leaving the surface exposed to direct sun and wind
  • B. Covering the surface with plastic sheeting or wet burlap, or applying a curing compound ✓
  • C. Spraying the surface with diesel fuel
  • D. Walking on the slab continuously

Why: Covering concrete with wet burlap or plastic sheeting, or applying a liquid curing compound, slows evaporation so the concrete keeps enough moisture to hydrate properly. Exposure to sun and wind causes rapid drying, which leads to surface cracking and reduced strength.

Module 4 Module 4: Reinforcement Basics in Concrete

Reinforcement Basics in Concrete

Introduction

Core content I

Core content II

Core content III

Summary

Further learning

Knowledge check

Q1. What is the primary purpose of steel reinforcement (rebar) in a concrete element?
  • A. To increase the compressive strength of concrete beyond its normal limit
  • B. To carry tensile forces, since concrete is weak in tension ✓
  • C. To make the concrete lighter in weight
  • D. To speed up the curing process of the concrete

Why: Concrete has high compressive strength but very low tensile strength. Steel reinforcement is embedded to resist tensile stresses, such as those developed in the bottom of a beam under bending.

Q2. Why does steel bond well with concrete?
  • A. Steel is chemically inert and does not react with cement paste
  • B. Steel and concrete have nearly the same coefficient of thermal expansion and the cement paste grips the bar surface ✓
  • C. Concrete shrinks around steel, creating a mechanical lock
  • D. Steel is coated with a special adhesive during manufacturing

Why: Steel and concrete expand and contract at similar rates with temperature, so they do not separate. The cement paste also adheres to the steel surface and, with ribbed deformed bars, mechanically interlocks with the concrete.

Q3. What is the function of concrete cover over reinforcement?
  • A. It adds to the structural strength of the beam in compression
  • B. It protects the steel from corrosion and fire, and ensures bond with the concrete ✓
  • C. It makes the surface smooth for finishing
  • D. It reduces the weight of the element

Why: Concrete cover is the distance between the outside surface and the reinforcement. It shields steel from moisture, chlorides, and carbonation that cause corrosion, and provides fire protection while allowing adequate bond.

Q4. What is a stirrup in a reinforced concrete beam?
  • A. A longitudinal bar placed at the top of the beam
  • B. A transverse bar or closed loop that resists shear forces and holds longitudinal bars in place ✓
  • C. A temporary wooden support used during pouring
  • D. A bar used only in slabs, not beams

Why: Stirrups are transverse reinforcement, usually closed loops, placed perpendicular to the main bars. They resist diagonal shear stresses and keep the longitudinal bars positioned correctly during construction.

Q5. Which type of reinforcement is most commonly used in concrete construction?
  • A. Smooth round bars with no surface texture
  • B. Deformed steel bars with ribs or lugs on the surface ✓
  • C. Copper wire mesh
  • D. Aluminum rods

Why: Deformed bars have raised ribs that improve mechanical bond with the surrounding concrete. Steel is the standard material because of its high tensile strength and cost effectiveness.

Module 5 Module 5: Common Masonry Units and Types

Common Masonry Units and Types

Introduction

Core content I

Core content II

Core content III

Summary

Further learning

Knowledge check

Q1. Which masonry unit is made from a mixture of Portland cement, sand, and water, and is commonly used for building walls and foundations?
  • A. Clay brick
  • B. Concrete masonry unit (CMU) ✓
  • C. Natural stone ashlar
  • D. Terra cotta tile

Why: Concrete masonry units (CMUs), often called concrete blocks, are manufactured from Portland cement, aggregates such as sand or gravel, and water, and are widely used for load-bearing walls and foundations.

Q2. What is the standard nominal size of a common concrete block (CMU) used in North American construction?
  • A. 4 in. x 8 in. x 16 in.
  • B. 6 in. x 8 in. x 16 in. ✓
  • C. 8 in. x 8 in. x 12 in.
  • D. 12 in. x 12 in. x 24 in.

Why: A standard nominal CMU measures 8 x 8 x 16 inches, but many wall thicknesses are common; a 6 in. x 8 in. x 16 in. unit is also a widely used nominal size. Nominal dimensions include the mortar joint, so actual dimensions are about 3/8 in. smaller.

Q3. What is the main purpose of the hollow cores in a standard concrete masonry unit?
  • A. To reduce the weight of the unit and allow reinforcing steel and grout to be placed ✓
  • B. To provide a location for electrical wiring only
  • C. To increase the compressive strength of the unit
  • D. To allow water to drain completely out of the wall

Why: Hollow cores reduce the weight of the block for easier handling, and they also provide spaces where vertical reinforcing bars can be placed and filled with grout in reinforced masonry construction.

Q4. Which type of brick is produced by molding and firing natural clay and is known for high durability and resistance to weathering?
  • A. Sand-lime brick
  • B. Concrete brick
  • C. Fired clay brick ✓
  • D. Calcium silicate brick

Why: Fired clay bricks are made from natural clay that is shaped and then fired in a kiln, producing a durable, weather-resistant unit that is among the most traditional masonry materials.

Q5. What is a bullnose block primarily used for in masonry construction?
  • A. Creating a rounded, finished edge at corners, openings, or the top of a wall ✓
  • B. Serving as a load-bearing footing below grade
  • C. Acting as a fire-rated door frame
  • D. Providing extra insulation inside a cavity wall

Why: Bullnose blocks have one or more rounded edges, which give a smooth, finished appearance at wall ends, corners, window and door openings, and the top of walls.

Module 6 Module 6: Mortar Selection and Preparation

Mortar Selection and Preparation

Introduction

Core content I

Core content II

Core content III

Summary

Further learning

Knowledge check

Q1. Which mortar type is generally recommended for general-purpose masonry work above grade, such as brick veneer and interior walls?
  • A. Type N ✓
  • B. Type M
  • C. Type S
  • D. Type O

Why: Type N is a medium-strength, general-purpose mortar well suited to above-grade masonry such as brick veneer and interior walls. Type M is reserved for high-strength needs like below-grade foundations, and Type S suits high lateral-load areas.

Q2. What is the typical ratio of sand to cement in a basic Portland cement and lime mortar mix, by volume?
  • A. 1 part cement, 1 part sand
  • B. 1 part cement, 3 parts sand ✓
  • C. 1 part cement, 6 parts sand
  • D. 1 part cement, 10 parts sand

Why: A common masonry mortar mix uses about 1 part Portland cement to 3 parts sand by volume, with lime added for workability. Too little sand makes mortar overly strong and brittle, while too much weakens the bond.

Q3. Why should mortar be mixed only in the amount that can be used within about 2 to 2.5 hours?
  • A. It begins to lose its color
  • B. It starts to set and lose workability as hydration proceeds ✓
  • C. It becomes too heavy for the trowel
  • D. It evaporates and becomes too thin

Why: Once mixed, cement begins to hydrate and the mortar stiffens and loses workability. Mortar that has begun to set should be discarded rather than re-tempered with extra water, since adding water weakens the final bond.

Q4. What consistency should freshly mixed masonry mortar have for laying brick?
  • A. Runny, like pancake batter
  • B. Stiff but workable, holding its shape on the trowel ✓
  • C. Dry and crumbly, like damp sand
  • D. Hard and set, like concrete

Why: Good mortar is plastic and workable, spreading easily while still holding its shape on the trowel. Mortar that is too wet sags and reduces strength, while mortar that is too dry will not bond well to the masonry units.

Q5. What is the main purpose of adding hydrated lime to masonry mortar?
  • A. To speed up the setting time significantly
  • B. To improve workability and water retention ✓
  • C. To make the mortar waterproof on its own
  • D. To change the mortar color to white

Why: Hydrated lime improves workability, plasticity, and water retention, which helps mortar bond well to masonry units. It also adds flexibility, reducing cracking, though it lowers compressive strength compared to a pure cement mortar.

Module 7 Module 7: Building Simple Masonry Walls

Building Simple Masonry Walls

Introduction

Core content I

Core content II

Core content III

Summary

Further learning

Knowledge check

Q1. What is the standard name for the horizontal layer of bricks or blocks laid in a wall?
  • A. A column
  • B. A course ✓
  • C. A header
  • D. A bond

Why: Each horizontal row of masonry units in a wall is called a course. Counting courses helps you track wall height and keep joints aligned.

Q2. What is the typical thickness of a mortar joint in standard brick masonry?
  • A. About 1/4 inch (6 mm)
  • B. About 3/8 inch (10 mm) ✓
  • C. About 1 inch (25 mm)
  • D. About 2 inches (50 mm)

Why: Standard mortar joints are about 3/8 inch (10 mm) thick. Joints that are too thin weaken bond strength, while joints that are too thick reduce wall strength and stability.

Q3. Which tool is used to check that a wall is perfectly vertical?
  • A. Trowel
  • B. Spirit level ✓
  • C. Story pole
  • D. Jointer

Why: A spirit level shows whether a surface is plumb (vertical) or level (horizontal). Checking plumb regularly ensures the wall rises straight.

Q4. What is the purpose of a running bond pattern in brick walls?
  • A. To make the wall lighter in weight
  • B. To stagger vertical joints so loads are distributed and the wall is stronger ✓
  • C. To allow water to drain straight through the wall
  • D. To eliminate the need for mortar

Why: In running bond, each course is offset by half a brick so vertical joints do not line up. This distributes loads evenly and gives the wall much better structural strength.

Q5. Before laying the first course of bricks on a foundation, what should the surface be?
  • A. Dry and dusty
  • B. Frozen solid
  • C. Clean, level, and dampened ✓
  • D. Coated with oil

Why: The foundation should be clean, level, and lightly dampened so the mortar bonds well. Dry, dusty, or oily surfaces prevent good adhesion and weaken the wall.

Stay in the loop on this course.

We’ll email you when new modules or related material drops. No spam.

Built with Fragment Language. Sovereign architecture — no third-party trackers.
FragRun.mfgAFImemoryFGOwnership: B-Systems.ee