By the end of this chapter, you will be able to:
These skills will help you work confidently and precisely in the trade, ensuring your measurements and estimates support successful construction projects.
Compiled by: Michael Githaiga
Superstructure works form the visible and functional part of a building above the foundation level. Accurate measurement and taking off of superstructure elements are critical for precise estimation and costing in civil engineering projects in Kenya. This chapter focuses on applying measurement principles specifically to superstructure components such as walls, slabs, beams, and roofing, ensuring that students can quantify these elements accurately for effective project management and budgeting.
Documentation of superstructure elements involves systematic measurement and recording of the quantities of materials and components that make up the building above the foundation. In Kenya, this is essential for preparing bills of quantities, tender documents, and controlling costs on construction sites. Proper documentation ensures transparency, reduces wastage, and assists in project progress tracking.
Walls are fundamental vertical elements providing structural support and enclosure in buildings. Accurate measurement of different wall types is necessary to estimate material quantities such as bricks, blocks, or concrete, as well as plastering and finishes.
Load-bearing walls support the weight of floors and roofs above them. They are typically constructed from reinforced concrete, masonry blocks, or bricks.
Partition walls divide internal spaces but do not bear structural loads.
Retaining walls hold back soil and prevent erosion or landslides.
Example 1: Calculate the volume of a load-bearing wall measuring 12 m long, 3 m high, and 0.3 m thick, with two window openings each 1.2 m by 1.5 m.
Given: Wall length = 12 m, height = 3 m, thickness = 0.3 m
Gross volume:$$ V_{\text{gross}} = 12 \times 3 \times 0.3 = 10.8 \text{ m}^3 $$
Window opening volume:$$ V_{\text{window}} = 1.2 \times 1.5 \times 0.3 = 0.54 \text{ m}^3 $$ Total window volume:$$ 0.54 \times 2 = 1.08 \text{ m}^3 $$
Net wall volume:$$ V_{\text{net}} = 10.8 - 1.08 = 9.72 \text{ m}^3 $$ Answer: 9.72 m³
Example 2: Determine the plastering area for a partition wall 8 m long and 2.7 m high if both sides are plastered.
Given: Length = 8 m, Height = 2.7 m
Area per side:$$ A = 8 \times 2.7 = 21.6 \text{ m}^2 $$ Both sides:$$ 21.6 \times 2 = 43.2 \text{ m}^2 $$ Answer: 43.2 m²
Example 3: Find the quantity of concrete needed for a retaining wall 15 m long, 2.5 m high, and 0.4 m thick.
Given: Length = 15 m, Height = 2.5 m, Thickness = 0.4 m
Volume:$$ V = 15 \times 2.5 \times 0.4 = 15 \text{ m}^3 $$ Answer: 15 m³
Calculate the volume of a load-bearing wall measuring 12 m long, 3 m high, and 0.3 m thick, with two window openings each 1.2 m by 1.5 m. (10 marks)
Determine the plastering area for a partition wall 8 m long and 2.7 m high if both sides are plastered. (8 marks)
Find the quantity of concrete needed for a retaining wall 15 m long, 2.5 m high, and 0.4 m thick. (10 marks)
Slabs and beams form the horizontal and supporting frameworks of floors and roofs. Correct measurement of these elements is crucial for estimating concrete, reinforcement, and formwork quantities.
Slabs distribute loads horizontally to beams and columns.
Beams transfer loads from slabs to columns or walls.
Composite elements involve combining materials such as steel and concrete.
Example 1: Calculate the volume of concrete for a slab measuring 6 m by 5 m with a thickness of 0.15 m.
Given: Length = 6 m, Width = 5 m, Thickness = 0.15 m$$ V = 6 \times 5 \times 0.15 = 4.5 \text{ m}^3 $$ Answer: 4.5 m³
Example 2: Find the concrete volume for a beam 8 m long, 0.3 m wide, and 0.5 m deep.
Given: Length = 8 m, Width = 0.3 m, Depth = 0.5 m$$ V = 8 \times 0.3 \times 0.5 = 1.2 \text{ m}^3 $$ Answer: 1.2 m³
Example 3: Determine the concrete volume for a composite slab of dimensions 7 m by 4 m and thickness 0.2 m, with steel decking covering 28 m².
Given: Slab length = 7 m, width = 4 m, thickness = 0.2 m$$
V_{\text{concrete}} = 7 \times 4 \times 0.2 = 5.6 \text{ m}^3
$$
Steel decking area = 28 m²
Answer: Concrete volume = 5.6 m³, Steel decking area = 28 m²
Calculate the volume of concrete for a slab measuring 6 m by 5 m with a thickness of 0.15 m. (8 marks)
Find the concrete volume for a beam 8 m long, 0.3 m wide, and 0.5 m deep. (8 marks)
Determine the concrete volume for a composite slab of dimensions 7 m by 4 m and thickness 0.2 m, with steel decking covering 28 m². (10 marks)
Roofing protects the building from weather and contributes to aesthetics. Measurement of roofing components ensures correct estimation of materials like timber, metal sheets, tiles, and fixings.
Trusses support the roof covering and transfer loads to walls or columns.
Coverings include tiles, metal sheets, or thatch.
These include gutters, fascias, ridges, and insulation.
Example 1: Calculate the timber volume for roof trusses spaced at 2 m apart over a 10 m long building, each truss requiring 0.15 m³ of timber.
Number of trusses:$$ \text{Number} = \frac{10}{2} + 1 = 6\text{ trusses} $$ Total timber volume:$$ 6 \times 0.15 = 0.9 \text{ m}^3 $$ Answer: 0.9 m³
Example 2: Find the surface area of a gable roof measuring 12 m by 6 m with a pitch of 30°.
Half span = 6 m
Rise = $6 \times \tan 30^\circ = 6 \times 0.577 = 3.46$ m
Rafter length:$$
\text{Rafter length} = \sqrt{6^2 + 3.46^2} = \sqrt{36 + 11.97} = \sqrt{47.97} = 6.93 \text{ m}
$$
Roof area per side:$$
12 \times 6.93 = 83.16 \text{ m}^2
$$
Total area (both sides):$$
83.16 \times 2 = 166.32 \text{ m}^2
$$
Answer: 166.32 m²
Example 3: Estimate the length of gutters required for a rectangular roof measuring 10 m by 8 m.
Perimeter:$$ 2 \times (10 + 8) = 36 \text{ m} $$ Answer: 36 m
Calculate the timber volume for roof trusses spaced at 2 m apart over a 10 m long building, each truss weighing 0.15 m³ of timber. (10 marks)
Find the surface area of a gable roof measuring 12 m by 6 m with a pitch of 30°. (10 marks)
Estimate the length of gutters required for a rectangular roof measuring 10 m by 8 m. (8 marks)
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Create a free accountThis chapter focused on the documentation of key superstructure elements including various wall types, slabs and beams, as well as roofing components. It detailed methods for quantifying superstructure quantities through accurate measurement techniques and volume calculations, addressing structural elements and openings such as doors and windows. The chapter emphasized the importance of adhering to standard measurement methods and showed how to adjust quantities when design changes occur. It also covered the systematic booking of superstructure quantities, explaining how to record elements using appropriate measurement methods and a standard booking format. Finally, the chapter highlighted the need for thorough cross-checking of quantities to ensure accuracy and reliability in construction documentation and estimation.
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Notebook | Working Drawing of Load-Bearing Wall |
| Pen | PPEs (Overall, Safety Boots, Gloves) |
| Tape Measure | |
| Scale Ruler | |
| Calculator |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Notebook | 1 pc per Candidate |
| 2 | Pen | 1 pc per Candidate |
| 3 | Tape Measure | 1 pc per Candidate |
| 4 | Scale Ruler | 1 pc per Candidate |
| 5 | Calculator | 1 pc per Candidate |
| 6 | Working Drawing of Load-Bearing Wall | 1 set per Candidate |
| 7 | PPEs (Overall, Safety Boots, Gloves) | 1 set per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| TASK 1: Documentation Preparation | |||
| Wore PPEs (Overall, Safety Boots, Gloves) (Award 3 marks or zero) | 3 | ||
| Collected all necessary tools and materials (Award 2 marks or zero) | 2 | ||
| Interpreted the working drawing correctly (Award 4 marks or zero) | 4 | ||
| Measured and recorded superstructure element dimensions accurately (Award 5 marks or zero) | 5 | ||
| Prepared a detailed bill of quantities including length, thickness, and height (Award 6 marks or zero) | 6 | ||
| Organized documentation logically and clearly (Award 3 marks or zero) | 3 | ||
| Verified calculations for quantities and materials (Award 4 marks or zero) | 4 | ||
| Sub-Total | 27 | ||
| PRODUCT CHECKLIST | |||
| Bill of quantities including dimensions 4000mm length, 300mm thickness, 2700mm height (Award 6 marks or zero) | 6 | ||
| Accurate quantities for bricks, mortar, and reinforcement recorded (Award 5 marks or zero) | 5 | ||
| Documentation formatted clearly and professionally (Award 4 marks or zero) | 4 | ||
| Sub-Total | 15 | ||
| GRAND TOTAL | 42 | ||
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Tape Measure | Wall Samples (Brick, Block, Stone, Timber Frame) |
| Notebook and Pen | Wall Type Drawings |
| Magnifying Glass | |
| PPEs (Safety Boots, Overall, Gloves) |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Wall Samples (Brick, Block, Stone, Timber Frame) | 1 set per candidate |
| 2 | Wall Type Drawings | 1 set per candidate |
| 3 | Tape Measure | 1 pc per candidate |
| 4 | Notebook and Pen | 1 pc each per candidate |
| 5 | Magnifying Glass | 1 pc per 3 candidates |
| 6 | PPEs (Safety Boots, Overall, Gloves) | 1 set per candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| TASK 1: Identification and Classification of Wall Types | |||
| Wore PPEs (Safety boots, Overall, Gloves) (Award 3 marks or zero) | 3 | ||
| Collected all necessary tools and materials (Award 2 marks or zero) | 2 | ||
| Measured and examined wall samples accurately using tape measure and magnifying glass (Award 5 marks or zero) | 5 | ||
| Identified wall types correctly from samples and drawings (brick, block, stone, timber frame) (Award 2.5 marks for each correctly identified wall type, total 10 marks) | 10 | ||
| Classified each wall type according to construction method and material (Award 5 marks or zero) | 5 | ||
| Recorded details correctly and neatly in notebook (Award 3 marks or zero) | 3 | ||
| Sub-Total | 28 | ||
| PRODUCT CHECKLIST | |||
| Correct classification of all four wall types (Award 1.5 marks for each correct classification, total 6 marks) | 6 | ||
| Accurate measurements recorded for each wall sample (length, height, thickness as applicable) (Award 2 marks per 2 samples measured correctly, total 6 marks) | 6 | ||
| Neat and legible report of wall types identification and classification (Award 4 marks or zero) | 4 | ||
| Sub-Total | 16 | ||
| GRAND TOTAL | 44 | ||
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