Ethio Construction Engineering
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๐Ÿ”จ World Construction Engineering
Latest updates, tips, and tutorials on building, civil engineering, and construction in World.
Learn, build, and grow with us!

๐Ÿ“จ @Philemona7 Or @ETCONpBOT

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๐Ÿ“ LEVEL vs COORDINATE vs BEARING vs ANGLE

๐Ÿ—๏ธ 1. LEVEL (ELEVATION)

Defines the height of a point relative to a reference datum.

๐Ÿ“Œ Example: RL = 125.350 m

๐Ÿ“ 2. COORDINATES

Identify a pointโ€™s position using Easting (E) and Northing (N).

๐Ÿ“Œ Example: E = 500.250 m, N = 1250.750 m

๐Ÿงญ 3. BEARING

Indicates the direction of a survey line relative to North.

๐Ÿ“Œ Example: 045ยฐ30โ€ฒ

๐Ÿ“ 4. ANGLE

Measures the difference in direction between two lines.

๐Ÿ“Œ Example: 73ยฐ15โ€ฒ

โœ… Remember:

โ€ข Level = Height
โ€ข Coordinates = Position
โ€ข Bearing = Direction
โ€ข Angle = Difference in direction

๐Ÿ’ก These four concepts are essential for accurate surveying and construction setting out.

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โค8๐Ÿฅฐ2
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๐Ÿฅฐ2
๐ŸŒ DIFFERENTIAL SETTLEMENT โ€” A FOUNDATION PROBLEM EVERY ENGINEER SHOULD UNDERSTAND

Differential settlement occurs when different parts of a building move downward by different amounts.

Unlike uniform settlement, which affects the structure more evenly, differential settlement can introduce distortion and additional stresses.

๐Ÿ”น Common Causes

1๏ธโƒฃ Variable soil layers beneath the building.

2๏ธโƒฃ Unequal loading between columns or foundation areas.

3๏ธโƒฃ Inadequate assessment of ground conditions.

4๏ธโƒฃ Changes in groundwater conditions.

5๏ธโƒฃ Poorly controlled fill or insufficient compaction.

6๏ธโƒฃ Excavation or construction activities near existing structures.

๐Ÿ”น Possible Warning Signs

๐Ÿ—๏ธ Cracks in walls or finishes.

๐Ÿšช Doors and windows becoming difficult to operate.

๐Ÿ“ Uneven floors or visible distortion.

๐Ÿงฑ Cracks around openings or structural connections.
These signs can have other causes, so they do not confirm differential settlement on their own.

๐Ÿ”น How Can the Risk Be Reduced?

โœ… Conduct appropriate geotechnical investigations.

โœ… Design foundations for the actual ground conditions.

โœ… Control fill placement and compaction.

โœ… Manage drainage and groundwater.

โœ… Monitor suspected movement and investigate its cause.

โš ๏ธ Important: Suspected structural movement should be evaluated by a qualified professional. Significant or rapidly developing changes require prompt attention.

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โค5๐Ÿฅฐ1
๐Ÿ—๏ธ แŠฎแŠ•แ‰ตแˆซแŠญแ‰ฐแˆฎแ‰ฝ แŠฅแŠ“ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ

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๐Ÿฅฐ2๐Ÿ‘Œ1
๐Ÿ‘‰Isolated Footing & Tie Beam Connection: Core Reinforcement Details

๐ŸŒŸโ€‹An isolated footing safely transfers column loads to the soil, while reinforced concrete tie beams connect foundation elements to control relative movement and boost structural integrity.

โ€‹๐Ÿ”น Key Structural Elements:

โ€‹Isolated Footing & Mesh: Spreads column loads over a larger soil area and resists tensile stresses.

โ€‹Starter Bars & Anchorage: Secures the column reinforcement into the footing with proper development length.

โ€‹Tie Beam: Connects foundation elements to maintain alignment and resist lateral forces.

โ€‹Column Cage & Wall: Transfers superstructure loads down to the supporting system.

โ€‹๐Ÿ“Œ Quick Construction Checklist:

โœ… Verify soil bearing capacity before selecting footing dimensions.

โœ… Maintain correct concrete cover using spacers or chairs.

โœ… Secure reinforcement, bar spacing, lap lengths, and anchorage before pouring.

โœ… Coordinate waterproofing and drainage based on site conditions.
โ€‹
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โค4๐Ÿ‘1๐Ÿฅฐ1
๐Ÿ‘‰แ‰ฃแˆแŠ‘ แ‰ฃแˆˆแ‹ แ‹‹แŒ‹ แ‹จแ‰ฐแˆฐแˆซแฃแŒจแˆจแ‰ณ แˆตแ‰ตแˆžแˆ‰แˆ แ‹จแˆšแŒ แ‰…แˆ›แ‰น แ‹จแˆ˜แŠ•แŒˆแ‹ต แˆตแˆซ
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๐Ÿ‘Œ3โค1๐Ÿฅฐ1
๐Ÿ—๏ธ ISOLATED FOOTING vs. RAFT FOUNDATION

Foundations transfer structural loads safely to the supporting ground.

The appropriate foundation depends on soil conditions, building loads, settlement requirements, groundwater, and engineering design.

๐Ÿ”น 1. Isolated Footing

An isolated footing generally supports one column and spreads its load over a larger area of soil.

Common characteristics:
Often used where soil can safely support the applied loads.

Can be square, rectangular, or another designed shape.
May be economical when columns are sufficiently separated and soil conditions are suitable.

๐Ÿ”น 2. Raft Foundation

A raft foundation is a large foundation slab that supports several columns and/or walls over a broad area.
Common characteristics:
Distributes loads across a larger foundation area.

May be considered where individual footings would cover

a substantial portion of the building footprint.

Can help manage differential settlement when properly designed.

Requires careful consideration of bending, punching shear, soil pressure, and groundwater conditions.

๐Ÿ“Š Comparison

Isolated footing: Supports an individual column.

Raft foundation:Supports multiple structural elements across a larger area.

โš ๏ธ Engineering Tip: A raft foundation is not automatically better or safer.

The selection must be supported by geotechnical information and structural calculations.

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โค5๐Ÿ‘2๐Ÿฅฐ1
๐Ÿ‘‰Complete Guide to Reading Building Drawings

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๐Ÿฅฐ2๐Ÿ‘Œ2
๐ŸŒŠ COASTAL HIGHWAY TUNNEL โ€“ KEY COMPONENTS

๐Ÿ—๏ธ Main Components

1๏ธโƒฃ Overburden: Soil and rock above the tunnel.

2๏ธโƒฃ Concrete Lining: Supports ground loads.

3๏ธโƒฃ Waterproofing Membrane: Prevents water infiltration.

4๏ธโƒฃ Carriageway: Provides space for vehicle traffic.

5๏ธโƒฃ Base Slab: Forms the tunnel floor.

6๏ธโƒฃ Emergency Passage: Provides an escape route.

7๏ธโƒฃ Ventilation & Utilities: Ensure air circulation, lighting, and safety.

8๏ธโƒฃ Drainage System: Collects and removes water.

9๏ธโƒฃ Anchors/Piles: Provide additional support where required.

๐Ÿชจ Ground Conditions

โ€ข Alluvial Sand
โ€ข Silty Clay
โ€ข Granitic Rock
โ€ข Competent Bedrock

โœ… Key Engineering Considerations

โ€ข Geotechnical investigations
โ€ข Waterproofing and drainage
โ€ข Structural stability
โ€ข Ventilation and fire safety
โ€ข Emergency evacuation
โ€ข Corrosion protection

โš ๏ธ Note: Actual design depends on site conditions, engineering analysis, and applicable standards.

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โค5๐Ÿฅฐ1
๐Ÿ—๏ธ RETAINING WALL LAYERS & CONSTRUCTION DETAILS
1. MAIN COMPONENTS
*Retaining Wall Blocks: Resist lateral earth pressure.
* Leveling Base: Provides a stable, level foundation.
*Drainage Gravel: Allows water to drain freely.
* Perforated Pipe: Collects and removes groundwater.
*Geotextile Fabric: Prevents soil from clogging the drainage system. *Compacted Backfill: Provides support behind the wall.
*Foundation: Ensures stability and distributes loads.

2. CONSTRUCTION SEQUENCE

1๏ธโƒฃ Excavate and prepare the foundation.

2๏ธโƒฃ Install and level the base.

3๏ธโƒฃ Place geotextile and drainage gravel.

4๏ธโƒฃ Install the drainage pipe and outlet.

5๏ธโƒฃ Build wall blocks with proper alignment.

6๏ธโƒฃ Backfill and compact in layers.

7๏ธโƒฃ Complete drainage and surface finishing.

3. KEY CONSTRUCTION TIPS

โœ… Ensure effective drainage behind the wall.

โœ… Compact the foundation and backfill properly.

โœ… Direct surface water away from the wall.

โœ… Check bearing capacity, sliding, and overturning stability.


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๐Ÿ“‹ DAILY SITE REPORT โ€” WHAT SHOULD A SITE ENGINEER RECORD?

A daily site report is a record of construction activities, resources, conditions, and important events during a working day.
Accurate reports help project teams monitor progress, identify delays, and maintain a reliable project history.

๐Ÿ”น Essential Report Sections

๐Ÿ“… Date and Location: Record the reporting date and work area.

๐Ÿ—๏ธ Work Completed: Describe activities performed and their status.

๐Ÿ‘ท Labour: Record workforce numbers and relevant work assignments.

๐Ÿšœ Equipment: Note major equipment in use, downtime, or operational issues.

๐Ÿ“ฆ Materials: Record significant deliveries and material shortages.

๐ŸŒฆ๏ธ Weather: Document conditions that affect construction activities.

๐Ÿ” Quality: Record inspections, tests, approvals, and outstanding issues.

โš ๏ธ Safety: Document relevant incidents, hazards, and corrective actions through the required reporting process.

๐Ÿšง Delays: Explain delays and their known causes.

๐Ÿ“ธ Photographs: Include dated, appropriately identified photos where useful and permitted.

๐Ÿ“Œ Best Practice: Record factual information promptly. Distinguish confirmed facts from assumptions and follow the project's reporting requirements.


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๐Ÿ”ง COMMON PIPE FITTING TOOLS AND MATERIALS

Pipe fitting tools are essential for plumbing, water supply, and HVAC installations.
๐Ÿ› ๏ธ 1. Pipe Hanger โ€“ Supports pipes. ๐Ÿ› ๏ธ 2. Pipe Bracket โ€“ Secures pipes to walls.
๐Ÿ› ๏ธ 3. Pipe Insulation โ€“ Reduces heat loss and condensation.
๐Ÿ› ๏ธ 4. PTFE Tape โ€“ Seals threaded connections.
๐Ÿ› ๏ธ 5. Thread Sealant โ€“ Helps prevent leaks.
๐Ÿ› ๏ธ 6. Pipe Bender โ€“ Bends pipes to required angles.
๐Ÿ› ๏ธ 7. Pipe Wrench โ€“ Tightens or loosens pipes.
๐Ÿ› ๏ธ 8. Basin Wrench โ€“ Works beneath sinks.
๐Ÿ› ๏ธ 9. Adjustable Wrench โ€“ Tightens nuts and bolts. ๐Ÿ› ๏ธ 10. Pipe Reamer โ€“ Removes burrs from pipe edges.
๐Ÿ› ๏ธ 11. Deburring Tool โ€“ Smooths sharp edges.
๐Ÿ› ๏ธ 12. Flaring Tool โ€“ Forms flared pipe ends.
๐Ÿ› ๏ธ 13. Pipe Thawing Machine โ€“ Thaws frozen pipes safely.

๐Ÿ“Œ INSTALLATION TIPS

โœ… Use the correct tools and sealants.
โœ… Support pipes properly.
โœ… Test connections for leaks.
โœ… Follow safety standards.

๐Ÿ—๏ธ Proper tools and installation ensure safe, durable piping systems.

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๐Ÿ“… CRITICAL PATH METHOD (CPM) โ€” HOW TO PLAN A CONSTRUCTION PROJECT

The Critical Path Method is a project scheduling technique used to identify the sequence of activities that determines the earliest possible project completion date.

๐Ÿ”น How Does It Work?

1๏ธโƒฃ List the project activities.

2๏ธโƒฃ Estimate the duration of each activity.

3๏ธโƒฃ Identify dependencies between activities.

4๏ธโƒฃ Arrange the activities in a logical sequence.

5๏ธโƒฃ Calculate the earliest and latest activity times.

6๏ธโƒฃ Identify the critical path and monitor its activities.

๐Ÿ—๏ธ Example: Building Construction

A simplified sequence might include:
Site preparation โ†’ Excavation โ†’ Foundation works โ†’ Structural frame โ†’ Building envelope โ†’ Finishes.
Some activities can overlap, while others depend on earlier work being completed.

๐Ÿ”น Why Is CPM Useful?

โœ… Identifies activities with little or no scheduling flexibility.

โœ… Helps prioritize resources.

โœ… Supports delay analysis.

โœ… Improves progress monitoring.

โœ… Helps teams evaluate schedule changes.

๐Ÿ“Œ Activities on the critical path generally have zero total float under the schedule's calculated conditions. Changes in dependencies or durations can change the critical path.


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โค7๐Ÿฅฐ3
๐Ÿ”ฉ WHY ARE STIRRUPS USED IN REINFORCED CONCRETE BEAMS?

Stirrups are transverse reinforcement arranged around the longitudinal bars of a reinforced concrete beam.
They perform several important structural and construction functions.

๐Ÿ”น 1. Shear Resistance
Stirrups help resist design shear forces and control diagonal cracking when properly designed and detailed.
๐Ÿ”น 2. Reinforcement Positioning
They help maintain the arrangement and spacing of longitudinal reinforcement during assembly and concrete placement.
๐Ÿ”น 3. Confinement
In appropriate structural details, stirrups confine concrete and restrain longitudinal bars against buckling.
๐Ÿ”น 4. Structural Integrity
Properly detailed transverse reinforcement contributes to the intended structural behavior of the beam.

๐Ÿ“ What Should Be Checked on Site?

โœ… Stirrup diameter.

โœ… Spacing along the beam.

โœ… Hook and anchorage details.

โœ… Position relative to the main bars.

โœ… Concrete cover.

โœ… Compliance with approved structural drawings.

โš ๏ธ Stirrup spacing is not arbitrary. Requirements can vary along a beam depending on design forces and detailing rules.

๐Ÿ—๏ธ Engineering Reminder: Reinforcement should be inspected before concrete placement.


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๐Ÿ‘5โค2๐Ÿฅฐ1
๐Ÿ—๏ธ แŠฎแŠ•แ‰ตแˆซแŠญแ‰ฐแˆฎแ‰ฝ แŠฅแŠ“ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ

๐ŸŒŸCompany Profile แŠฅแŠ“ Tender Documents แˆˆแˆ›แ‹˜แŒ‹แŒ€แ‰ต แŒŠแ‹œแ‹ซแ‰ฝแˆแŠ• แŠ แ‰ณแ‰ฃแŠญแŠ‘!

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โœ… 22-Page Editable Company Profile
โœ… 39-Page Tender Preparation Kit
โœ… 15 Business Letter Templates
โœ… Excel Tender & Calculation Tools
โœ… Project, Staff CV & Equipment Forms
โœ… Completed Samples + User Guide

๐Ÿ’ป แ‰ Word แŠฅแŠ“ Excel แˆŠแˆตแ‰ฐแŠซแŠจแˆ‰ แ‹จแˆšแ‰ฝแˆ‰ แ‹แ‹ญแˆŽแ‰ฝ แŠ แ‹˜แŒ‹แŒ…แ‰ฐแŠ“แˆ แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แ‹ซแ‹แˆญแ‹ฑแ‰ต๐Ÿ‘‡

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๐Ÿ‘Œ3๐Ÿฅฐ1
๐Ÿ“ REBAR DEVELOPMENT LENGTH โ€” AN ESSENTIAL STRUCTURAL CONCEPT

Development length is the embedded length of reinforcing steel needed to develop the required force in the bar through bond with the surrounding concrete.
Without adequate anchorage, a reinforcing bar may not develop the force assumed in the structural design.

๐Ÿ”น Factors Affecting Development Length

1๏ธโƒฃ Reinforcement bar diameter.

2๏ธโƒฃ Concrete compressive strength.

3๏ธโƒฃ Steel properties and required stress.

4๏ธโƒฃ Bond conditions and bar position.

5๏ธโƒฃ Concrete cover and reinforcement spacing.

6๏ธโƒฃ Transverse reinforcement and confinement.

7๏ธโƒฃ Applicable design code and detailing provisions.

๐Ÿ”น Where Does It Matter?

๐Ÿ—๏ธ Beam-column connections.

๐Ÿข Slab supports.

๐Ÿ”ฉ Reinforcement anchorage.

๐Ÿงฑ Lap splices and bar termination details.

๐Ÿ—๏ธ Foundation connections.

๐Ÿ“Œ Important Distinction: Development length and lap splice length are related concepts, but they are not automatically the same.

โš ๏ธ Never use one fixed development length for all bars. Follow the approved structural drawings and applicable design code.


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โค3๐Ÿฅฐ1
๐Ÿ‘‰แˆ…แ‰ฅแˆจแ‰ต แ‰ฃแŠ•แŠญ แ‹จแ‹‹แŠ“ แˆ˜แˆตแˆชแ‹ซ แ‰คแ‰ฑแŠ• แˆ…แŠ•แŒป แˆˆแˆ›แˆตแ‹แ‹แ‰ต แ‹จแˆšแ‹ซแˆตแ‰ฝแˆˆแ‹แŠ• แŠ แ‹ฒแˆต แ•แˆฎแŒ€แŠญแ‰ต แ‹ญแ‹ แŠ แ‹ฐแˆจแŒˆ

แˆ…แ‰ฅแˆจแ‰ต แ‰ฃแŠ•แŠญ แ‹จแ‹‹แŠ“ แˆ˜แˆตแˆชแ‹ซ แ‰คแ‰ฑ แŠ แŠซแˆ แ‹จแˆ†แАแ‹แŠ• แ‹จแˆ…แŠ•แŒป แˆ›แˆตแ‹แŠแ‹ซ แ•แˆฎแŒ€แŠญแ‰ต แ‹จแˆ˜แˆฐแˆจแ‰ต แ‹ตแŠ•แŒ‹แ‹ญ แˆ›แˆตแ‰€แˆ˜แŒฅ แˆฅแА-แˆฅแˆญแ‹“แ‰ต แ‰ แ‹›แˆฌแ‹ แ‹•แˆˆแ‰ต แŠ แŠซแˆ‚แ‹ฐแ‹‹แˆแข

แ‰ฃแŠ•แŠฉ แŒฅแˆญ 14 แ‰€แŠ• 2014 แ‹“.แˆ. แŠ แˆตแˆ˜แˆญแ‰† แ‹จแŠจแˆแ‰ฐแ‹แŠ•แŠ“ แ‹จแŠ แ‹ฒแˆฑแŠ• แŠจแ‰ฐแˆ› แ‹แ‰ แ‰ต แŠจแ แ‹ซแ‹ฐแˆจแŒˆแ‹แŠ• "แˆ…แ‰ฅแˆญ แ‰ณแ‹ˆแˆญ" แ‹‹แŠ“ แˆ˜แˆตแˆชแ‹ซ แ‰คแ‰ต แ‰ฐแŠจแ‰ฐแˆŽ แ‹จแˆšแ‹ซแŠซแˆ‚แ‹ฐแ‹ แ‹ญแˆ… แ‹จแˆ›แˆตแ‹แŠแ‹ซ แ•แˆฎแŒ€แŠญแ‰ตแฃ แ‹จแ‰ฃแŠ•แŠฉแŠ• แŠ แŒˆแˆแŒแˆŽแ‰ต แˆˆแˆ›แ‹˜แˆ˜แŠ•แฃ แ‰ฐแ‹ฐแˆซแˆฝแАแ‰ฑแŠ• แˆˆแˆ›แˆตแ‹แ‹แ‰ต แŠฅแŠ“ แ‹จแŠ แŒˆแˆแŒแˆŽแ‰ต แŠ แ‰…แˆ™แŠ• แ‹จแ‰ แˆˆแŒ  แˆˆแˆ›แˆณแ‹ฐแŒ แ‹ซแˆˆแˆ˜ แАแ‹แข

แ‹ญแˆ… แ‰ 3,255 แŠซแˆฌ แˆœแ‰ตแˆญ แ‰ฆแ‰ณ แˆ‹แ‹ญ แ‹จแˆšแ‹ซแˆญแˆแ‹ แ‹จแˆ›แˆตแ‹แŠแ‹ซ แˆ…แŠ•แŒป แŠจแ‰คแ‹แˆ˜แŠ•แ‰ฑ แ‰ แ‰ฐแŒจแˆ›แˆช 26 แ‹ˆแˆˆแˆŽแ‰ฝแŠ• แ‹ซแŠซแ‰ฐแ‰ฐ แˆฒแˆ†แŠ•แฃ แˆˆแŠ แ“แˆญแ‰ตแˆ˜แŠ•แ‰ต แˆ˜แŠ–แˆชแ‹ซแ‹Žแ‰ฝแฃ แˆˆแ‰ฐแˆˆแ‹ซแ‹ฉ แŠ แŒˆแˆแŒแˆŽแ‰ถแ‰ฝ แ‹จแˆšแˆ†แŠ‘ แˆฑแ‰†แ‰ฝแฃ แ‰ขแˆฎแ‹Žแ‰ฝ แŠฅแŠ“ แ‰ แ‰‚ แ‹จแˆ˜แŠชแŠ“ แˆ›แ‰†แˆšแ‹ซ แ‰ฆแ‰ณแ‹Žแ‰ฝแŠ• แ‹จแ‹ซแ‹˜ แ‹˜แˆ˜แŠ“แ‹Š แˆ…แŠ•แŒป แˆ†แŠ– แ‹ญแŒˆแАแ‰ฃแˆ แ‰ฐแ‰ฅแˆแˆแข

แ‰ฃแŠ•แŠฉ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ‚แ‹ฐแ‰ฑแŠ• แ‰ แแŒฅแАแ‰ต แŠฅแŠ“ แŒฅแˆซแ‰ฑแŠ• แŒ แ‰ฅแ‰† แˆˆแˆ›แŒ แŠ“แ‰€แ‰… แ‹ญแ‰ปแˆ แ‹˜แŠ•แ‹ต แ‹จแˆ˜แˆฐแˆจแ‰ต แ‹ตแŠ•แŒ‹แ‹ญ แ‹จแˆ›แˆตแ‰€แˆ˜แŒฅแฃ แ‹จแˆ˜แˆฐแˆจแ‰ต แ‰แ‹แˆฎแฃ แ‹จแ‹ฒแ‹›แ‹ญแŠ• แŒแˆแŒˆแˆ› แŠฅแŠ“ แˆŒแˆŽแ‰ฝ แ‰ฐแ‹ซแ‹ซแ‹ฅ แˆ‚แ‹ฐแ‰ถแ‰ฝแŠ• แŒŽแŠ• แˆˆแŒŽแŠ• แˆˆแˆ›แŠจแŠ“แ‹ˆแŠ• แŠ แ‰…แ‹ถ แ‹ˆแ‹ฐ แˆฅแˆซ แŒˆแ‰ฅแ‰ทแˆแข

แ‹จแ‹šแˆ แ•แˆฎแŒ€แŠญแ‰ต แ‹จแ‹ฒแ‹›แ‹ญแŠ• แŠฅแŠ“ แ‹จแˆ›แˆ›แŠจแˆญ แˆฅแˆซ แ‰ แŠ แˆตแŠจแŠ•แ‹ฐแˆญ แŠ แˆญแŠญแ‰ดแŠญแ‰ฐแˆตแฃ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆฅแˆซแ‹ แ‰ แˆˆแ‹›แ‰ฅ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ•แฃ แŠฅแŠ•แ‹ฒแˆแˆ แ‹จแ‹ฒแ‹›แ‹ญแŠ• แŒแˆแŒˆแˆ› แˆฅแˆซแ‹ แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‹ฉแŠ’แ‰จแˆญแˆฒแ‰ฒ แ‹จแ‰ดแŠญแŠ–แˆŽแŒ‚ แŠฅแŠ“ แ‹จแ‰ขแˆแ‰ต แŠขแŠ•แ‰ซแ‹ญแˆฎแŠ•แˆ˜แŠ•แ‰ต แŠฎแˆŒแŒ… (Addis Ababa University College of Technology and Build Environment) แ‹จแˆšแŠจแŠ“แ‹ˆแŠ• แ‹ญแˆ†แŠ“แˆแข

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