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.
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๐Ÿ“จ @Philemona7 Or @ETCONpBOT

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๐Ÿ‘‰Basic Knowledge for Construction Site Engineers

๐Ÿ”ฉ Steel Weight Calculation

- Formula (Metric):
Weight of steel (kg/m) = {D^2}{162}
(D = diameter in mm)
- Formula (Imperial):
Weight of steel (kg/ft) = {D^2}{533}

๐ŸŽฒThese formulas help quickly estimate reinforcement steel weight for cost and quantity calculations.

๐Ÿงฑ Concrete Test Cube
- Standard size: 150 ร— 150 ร— 150 mm
- Layers: Cube is cast in 3 layers, each compacted properly to avoid voids.

๐Ÿชฃ Slump Cone Test
- Used to check workability of concrete.
- Slump cone is filled in 3 equal layers, each tamped with 25 strokes.

๐Ÿ—๏ธ Reinforcement Percentages
- Column steel:
- Minimum: 0.8% of gross area
- Maximum: 2% of gross area
- Beam steel:
- Minimum: 0.7% of gross area
- Maximum: 1% of gross area

๐ŸŽฒEnsures structural safety and prevents over-reinforcement.

๐Ÿงฑ Shear Wall Thickness
- Minimum thickness: 150 mm
- Maximum thickness (common practice): 400 mm
- Provides lateral stability against wind and earthquake forces.

๐Ÿชœ Staircase Slope
- Recommended slope: 25ยฐ to 40ยฐ
- Ensures comfort and safety for users.

๐Ÿ“ Nominal Cover (Concrete Cover)
- Footing: 50 mm
- Column: 40 mm
- Slab: 20 mm

๐Ÿ’ซProtects reinforcement from corrosion and fire.

๐ŸŽฏ Key Takeaways

- These values are standard site references every civil engineer should memorize.
- They ensure quality control, safety, and compliance with construction practices.
- Quick formulas like steel weight and slump cone layers are time-savers on site.

#CivilEngineering #CivilEngineer #SiteEngineer #ConstructionLife #EngineeringBasics #StructuralEngineering #Concrete #Rebar #SteelDesign #ConstructionSite #EngineeringKnowledge #CivilTechTime #SiteWork #BuildingConstruction #EngineeringFacts #ConstructionTips #CivilEngineeringWorld #EngineerLife #Infrastructure #ConcreteDesign #ConstructionEducation #CivilStudents #EngineeringIndia #SiteExecution #TechnicalKnowledge

@etconp
โค19
๐Ÿ‘‰Building information modeling (BIM)

โญ๏ธYou know how we usually have a number of paper drawings flying aroundโ€”floor plans, sections, elevation, BOQs, schedules, material listsโ€ฆ.๐—•๐˜‚๐—ถ๐—น๐—ฑ๐—ถ๐—ป๐—ด ๐—ถ๐—ป๐—ณ๐—ผ๐—ฟ๐—บ๐—ฎ๐˜๐—ถ๐—ผ๐—ป ๐—บ๐—ผ๐—ฑ๐—ฒ๐—น๐—ถ๐—ป๐—ด(๐˜‰๐˜๐˜”) is like putting everything into one smart 3D model, where: Every wall, slab, door, or pipe isnโ€™t just a shapeโ€”itโ€™s got info inside.
That info tells you what it is, how big, what itโ€™s made of,when itโ€™s built, how much it costs, and even how to maintain it after handover.

๐ŸทItโ€™s like having a digital twin of your building that helps the team from day one all the way to operation.

๐ŸŒŸWhat BIM does on a construction project
โœ…Design Coordination
Architects, engineers, and consultants all work on the same model so it reduces clashes (e.g., duct going through a beam? Youโ€™ll detect it early).
โœ…Better Visualization
You can do a virtual walkthrough before laying a single block.
Great for explaining the design to clients.
โœ…Accurate Quantities
BIM tools can automatically count materialsโ€”how many blocks, bags of cement, or doors you need.
This helps estimating and procurement teams massively.
โœ…4D & 5D Scheduling
4D = Link the model to the construction timeline (see how the building will rise over time).
5D = Add costs to the elements so you can track spending as you build.
โœ…Facility Management (FM)
After handover, the client can use the BIM model to manage repairs, maintenance, warranties, and replacements.

โœจThere are 7 dimensions of BIM we'll see in the next part.

#BIM
#Construction
#Modernconstruction

@etconp
โค14๐Ÿ‘11
๐Ÿ‘‰Scholarship Tips

๐ŸทTips to maximize your chance of winning an international scholarship

1๏ธโƒฃ Allow yourself time & energy to work on scholarships

You will have to apply for a bunch of scholarships before you get one. So allow yourself time to search for different scholarships and read details about them so that you can pick the best ones for you. Do not rely on just one particular scholarship, apply for a range of scholarships. Do not be disheartened by rejection, believe that you will be able to get through the next scholarship.

2๏ธโƒฃ Read about the university that you are applying to

Read about the University, and its vision or objectives to understand it. That will give you an idea of what the university is truly looking for in its student. Mold your application or your thoughts in the direction of the universityโ€™s requirement.  When your thoughts will start matching with that of the University, it will give you an edge over other applicants as your profile will totally align with the requirement of the university.

3๏ธโƒฃ Check how the students are evaluated

Of course first, check the basic eligibility criteria like nationality, course, and level of study. After getting through the basic eligibility criteria, check specific details of the requirements. Like some scholarships are looking for students who have got good leadership skills, some want students with good communication skills. Do not miss these intricate details, they may seem small, but can make a huge difference in getting you the scholarship that you are looking for.

4๏ธโƒฃ Apply as early as possible

The saying โ€˜the early bird gets the wormโ€™ holds true in the case of scholarships. When you apply early you compete with less number of applicants, hence your chances are high. Also, you have ample time to look for different types of scholarships. You don't go through the stress of worrying about the deadline. So be quick in making decisions and try to apply as early as possible.

5๏ธโƒฃ Try to choose rare countries or courses

Most of the students aspire to go to USA, UK, or Australia. That is why the competition for scholarships in these countries is very high. But the same courses could be found in other countries which provide scholarships. So try to choose rare countries that offer the same kind of funding and quality education. This will maximize your chances of getting a scholarship.

6๏ธโƒฃ Avoid general statements in your essay

An essay is your way into the scholarship. So try to write a good one and exclude general statements like โ€˜I was always interested in studying at the given University. An essay is to narrate your story to the evaluators, so make sure you write a good one. Tell the evaluator how you got interested in a particular subject or University.

7๏ธโƒฃ Try to get better recommendations

Ask your professors or lecturers to give you recommendation letters. Show them the University website and the skills that the scholarship requires. Ask them to write according to the required skill set by the evaluators.

8๏ธโƒฃ Essential of an essay

Try to start the essay well, possibly any unique traits that you possess, so that the evaluator reads your essay till the end. Do not start the essay by introducing yourself, as this is too common. Try to match the word limit given; do not try to extend the length by dragging it. Try to use your own words rather than picking quotes from the internet.

9๏ธโƒฃ Do not get greedy

Do not bias between scholarships that are offering low amounts, as any amount is better than no amount. Apply to all kinds of scholarships, once that are offering low amounts as well as those offering full funding. After the results, you can opt for the scholarships that are offering a good amount.

๐Ÿ”Ÿ Prepare your documents in advance

Do not wait till the deadline to prepare all your documents. Ready them in advance to meet any emergencies that you might face.

The standard documents are: Your CV, educational credentials, essay, & Letter of Recommendation

Note: Proofread your application to make sure that there are no errors in it.

@etconp
โค17๐Ÿ‘Œ2๐Ÿ‘1
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แŒฅแˆซแ‰ตแŠ“ แ‰ณแˆ›แŠแАแ‰ต แˆ˜แˆˆแ‹ซแ‰ฝแŠ• แАแ‹แข
แ‰ณแˆแˆซแ‰ต แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„ แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข
โค4
๐Ÿ‘‰Foundation Strengthening

๐Ÿ’ซFoundation strengthening is necessary when an existing structureโ€™s foundation is no longer adequate to safely carry the imposed loads due to

โœ…Soil settlement or loss of bearing capacity
โœ…Changes in building loads (e.g., adding extra floors)
โœ…Construction defects or deterioration
โœ…Seismic or flood vulnerability
โœ…Nearby excavation or changes in ground condition

โœจDifferent types of foundation Strengthening

โœ…Mass Concrete Underpinning: Simple & cost-effective for shallow foundations.
โœ… Beam & Base (Pier & Beam): Transfers load to stronger soil, less digging.
โœ…Mini / Micro-Piles: Deep support, minimal disturbance.
โœ…Needle-and-Pile / Cantilever Needles: Localized or one-sided reinforcement.
โœ…Concrete Jacketing: Encases foundations to increase capacity.
โœ…Chemical / Jet Grouting: Densifies soil or fills voids, perfect for tight spaces.
โœ…Screw Piles / Helical Piers: Quick installation, low vibration.
โœ…Angle / Root Piling: Stabilizes nearby walls & structures.
โœ…Soil Stabilization: Geosynthetics, polymers, or geofoam for stronger ground.
โœ…Base Isolation: Protects buildings in earthquake zones.

#FoundationStrengthening #StructuralSafety #CivilEngineering
#EthiopianConstructionEngineering
#SiteExecution #PlanningToBuild
#ConstructionBasics  #BuildSmart
#OnSiteLearning #EthiopianConstruction #Ethioconstruction

@etconp
โค4๐Ÿ‘1๐Ÿ™1
๐Ÿ‘‰Cantilever Beam

๐Ÿ’ซReinforcement โ€“ Correct vs Incorrect

1. Structural Behavior of Cantilever Beams

- A cantilever beam is fixed at one end and free at the other.
- When loaded, the top fibers of the beam experience tension, while the bottom fibers experience compression.
- Reinforcement must always be placed where tensile stresses occur, since concrete is weak in tension but strong in compression.

2. Incorrect Reinforcement Placement

- Steel placed at the bottom:
- This is suitable for simply supported beams, not cantilevers.
- In a cantilever, the bottom is under compression, so reinforcement here is ineffective.
- Result:
- Tension cracks appear at the top surface.
- Structural failure risk increases.
- Beam cannot safely carry the intended load.

3. Correct Reinforcement Placement

- Steel placed at the top:
- Matches the tension zone in cantilever beams.
- Reinforcement resists tensile stresses effectively.
- Result:
- No tension cracks at the top.
- Beam remains structurally sound.
- Proper load transfer and durability ensured.

4. Key Engineering Notes

- Rule of Thumb: Reinforcement must always be placed in the tension zone of a beam.
- Cantilever beams โ†’ Reinforcement at the top.
- Simply supported beams โ†’ Reinforcement at the bottom.
- Proper detailing prevents cracks, ensures safety, and extends service life.

5. Practical Applications

- Used in balconies, projections, canopies, and bridges.
- Correct reinforcement placement is critical for:
- Safety (avoiding collapse).
- Economy (preventing costly repairs).
- Durability (resisting environmental effects).

#cantileverbeam #reinforcement #rccdesign #structuraldesign #beamdesign #concretedesign #steelreinforcement #civilconcepts #engineeringknowledge

@etconp
โค11๐Ÿ‘6
๐Ÿ‘‰Reinforced Concrete Frame Structure

- Column-to-Column Spacing (c/c): 3000 mm
- Beam-to-Beam Spacing (c/c): 3000 mm
- Beam Depth: 300 mm
- Column Width: 300 mm
- Concrete Cover: 50 mm (protects reinforcement from corrosion and fire)
- Top Beam Width: 100 mm (at slab interface)
- Reinforcement Layout:
- Longitudinal bars run along beams and columns.
- Transverse reinforcement (stirrups/ties) provide shear resistance and confinement.

๐Ÿ”ฉ Reinforced Concrete Beam Detail

- Beam Length: 3000 mm
- Beam Depth: 300 mm
- Column Width (supporting beam): 300 mm
- Concrete Cover: 50 mm (ensures durability)
- Top Beam Width: 100 mm
- Reinforcement Arrangement:
- Longitudinal Bars: Placed at top and bottom for bending resistance.
- Stirrups (Transverse Reinforcement): Spaced along the beam to resist shear forces.
- Anchorage: Bars are properly hooked or bent to ensure bond strength.

๐Ÿ“Œ Key Notes

- The frame structure shows the overall grid layout of beams and columns.
- The beam detail zooms in on reinforcement placement, crucial for structural safety.
- Dimensions are practical for small-to-medium span structures (like residential or low-rise commercial buildings).
- Proper cover (50 mm) ensures long-term durability against moisture and environmental exposure

#CivilEngineering
#ReinforcedConcrete
#RCCStructure
#BeamDetail
#ColumnDesign
#StructuralEngineering
#ConstructionDetails
#SiteEngineering
#EngineeringLife
#ConcreteDesign
#RebarDetailing
#ConstructionWork
#BuildingDesign
#EngineeringStudents
#CivilEngineeringDesign
#StructuralDetailing
#ConstructionKnowledge
#SiteWork
#EngineeringDrawing
#CivilEngineeringWorld
#ConcreteStructure
#BeamColumn
#ConstructionEducation

@ETCONp
โค10
โœ… แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆฅแˆซ แŠ แˆ˜แˆซแˆญ แˆตแˆแ‰ถแ‰ฝ (Construction Management Techniques)

โ€‹โž€ แŠฅแ‰…แ‹ต แŠฅแŠ“ แ‹จแŒŠแ‹œ แˆฐแˆŒแ‹ณ (Planning & Scheduling)
โ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธ
โ–ถ๏ธ โ€‹แ‹จแˆฅแˆซ แŠญแแแˆ แˆ˜แ‹‹แ‰…แˆญ (WBS): แ•แˆฎแŒ€แŠญแ‰ฑแŠ• แ‹ˆแ‹ฐ แ‰ตแŠ“แŠ•แˆฝแŠ“ แˆŠแ‰ฐแŒˆแ‰ แˆฉ แ‹ˆแ‹ฐแˆšแ‰ฝแˆ‰ แŠญแแˆŽแ‰ฝ แˆ˜แŠจแ‹แˆแˆแข

โ–ถ๏ธ โ€‹แŒ‹แŠ•แ‰ต แ‰ปแˆญแ‰ต (Gantt Charts): แ‹จแˆฅแˆซ แˆ‚แ‹ฐแ‰ตแŠ• แ‰ แŒแˆซแ แˆ›แˆณแ‹ซแข

๐Ÿ“Œโ€‹แŠญแˆชแ‰ฒแŠซแˆ แ“แ‹ แˆœแ‰ฐแ‹ต (CPM): แ‹ˆแˆณแŠ แ‹จแˆ†แŠ‘ แ‹จแˆฅแˆซ แˆ˜แˆตแˆ˜แˆฎแ‰ฝแŠ• แˆ˜แˆˆแ‹จแ‰ตแข

โ–ถ๏ธ โ€‹แ‹จแˆ›แ‹ญแˆแˆตแ‰ถแŠ• แŠฅแ‰…แ‹ต (Milestone Planning): แ‹‹แŠ“ แ‹‹แŠ“ แŒแ‰ฆแ‰ฝแŠ• แˆ›แ‰€แ‹ตแข
โ€‹๐Ÿ“Œ แŒฅแ‰…แˆ™: แ•แˆฎแŒ€แŠญแ‰ฑ แ‰ แ‰ณแ‰€แ‹ฐแˆˆแ‰ต แŒŠแ‹œ แŠฅแŠ•แ‹ฒแŒ แŠ“แ‰€แ‰… แ‹ซแ‹ฐแˆญแŒ‹แˆแข

โ€‹โ“ถ แ‹จแ‹ˆแŒช แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ (Cost Management)

โ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธ
โ€‹แ‹แˆญแ‹แˆญ แ‹จแ‹ˆแŒช แŒแˆแ‰ต: แŠฅแ‹ซแŠ•แ‹ณแŠ•แ‹ฑ แˆฅแˆซ แˆแŠ• แ‹ซแˆ…แˆ แ‹ˆแŒช แŠฅแŠ•แ‹ฐแˆšแŒ แ‹ญแ‰… แˆ›แˆตแˆ‹แ‰ตแข
โ–ถ๏ธ แ‹จแ‰ แŒ€แ‰ต แˆ˜แ‹ตแ‰ฅ: แˆˆแ‰ฐแˆˆแ‹ซแ‹ฉ แ‹จแˆฅแˆซ แŠญแแˆŽแ‰ฝ แ‰ แŒ€แ‰ต แˆ˜แˆ˜แ‹ฐแ‰ฅแข

โ–ถ๏ธ แ‹จแŒˆแŠ•แ‹˜แ‰ฅ แแˆฐแ‰ต แ‰ตแŠ•แ‰ แ‹ซ (Cash flow): แ‹จแŒˆแŠ•แ‹˜แ‰ฅ แŒˆแ‰ขแŠ“ แ‹ˆแŒชแŠ• แˆ˜แŒˆแˆ˜แ‰ตแข

โ–ถ๏ธโ€‹ แ‹จแ‹ˆแŒช แˆแ‹ฉแАแ‰ต แ‰ตแŠ•แ‰ฐแŠ“: แŠจแ‰ แŒ€แ‰ต แ‰ แˆ‹แ‹ญ แŠฅแŠ•แ‹ณแ‹ญแ‹ˆแŒฃ แˆ˜แ‰†แŒฃแŒ แˆญแข

โ€‹๐Ÿ”˜ แŒฅแ‰…แˆ™: แŠซแˆแ‰ฐแŒˆแ‰ฃ แ‰ฅแŠญแАแ‰ตแŠ“ แŠจแˆ˜แŒ แŠ• แ‹ซแˆˆแˆ แ‹ˆแŒช แ‹ญแŠจแˆ‹แŠจแˆ‹แˆแข

โ€‹โž‚ แ‹จแŒฅแˆซแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ (Quality Management)

โ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธ
โ–ถ๏ธโ€‹ แ‹จแŒฅแˆซแ‰ต แˆ›แˆจแŒ‹แŒˆแŒซ (QA): แˆ‚แ‹ฐแ‰ฑ แ‰ตแŠญแŠญแˆˆแŠ› แˆ˜แˆ†แŠ‘แŠ• แˆ›แˆจแŒ‹แŒˆแŒฅแข

โ–ถ๏ธ โ€‹แ‹จแŒฅแˆซแ‰ต แ‰แŒฅแŒฅแˆญ (QC): แ‹แŒคแ‰ฑ แ‹ฐแˆจแŒƒแ‹แŠ• แ‹จแŒ แ‰ แ‰€ แˆ˜แˆ†แŠ‘แŠ• แˆ˜แˆแ‰ฐแˆฝแข

โ–ถ๏ธ โ€‹แ‹จแŒฅแˆฌ แ‹•แ‰ƒ แแ‰ฐแˆปแŠ“ แˆแˆญแˆ˜แˆซ: แŒฅแˆซแ‰ณแ‰ธแ‹ แ‹จแ‰ฐแˆจแŒ‹แŒˆแŒ  แŒแ‰ฅแ‹“แ‰ถแ‰ฝแŠ• แˆ˜แŒ แ‰€แˆแข

โ–ถ๏ธ แ‹ฐแˆจแŒƒแ‹Žแ‰ฝแŠ• แˆ›แŠญแ‰ แˆญ: แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ•แŒŽแ‰ฝแŠ•แŠ“ แ‹แˆญแ‹แˆญ แˆ˜แˆ˜แˆชแ‹ซแ‹Žแ‰ฝแŠ• แˆ˜แŠจแ‰ฐแˆแข

โ€‹๐Ÿ”˜ แŒฅแ‰…แˆ™: แŒ แŠ•แŠซแˆซแŠ“ แ‹ฐแˆ…แŠ•แАแ‰ฑ แ‹จแ‰ฐแŒ แ‰ แ‰€ แŒแŠ•แ‰ฃแ‰ณ แŠฅแŠ•แ‹ฒแŠ–แˆญ แ‹ซแ‹ฐแˆญแŒ‹แˆแข

โ€‹โ“ธ แ‹จแŒŠแ‹œ แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ (Time Management)

โ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธ
โ–ถ๏ธ แ‹จแˆฅแˆซแ‹Žแ‰ฝ แ‰…แ‹ฐแˆ แ‰ฐแŠจแ‰ฐแˆ: แ‹จแ‰ตแŠ›แ‹ แˆฅแˆซ แ‰€แ‹ตแˆž แˆ˜แŠจแŠ“แ‹ˆแŠ• แŠฅแŠ•แ‹ณแˆˆแ‰ แ‰ต แˆ˜แˆˆแ‹จแ‰ตแข

โ–ถ๏ธ แ‹จแˆ€แ‰ฅแ‰ต แˆ›แˆ˜แŒฃแŒ แŠ• (Resource leveling): แ‹จแˆฐแ‹ แŠƒแ‹ญแˆแŠ“ แˆ˜แˆฃแˆชแ‹ซแŠ• แ‰ แŒŠแ‹œแ‹ แˆ›แŠจแ‹แˆแˆแข

โ–ถ๏ธ แ‹จแˆ‚แ‹ฐแ‰ต แŠญแ‰ตแ‰ตแˆ: แˆฅแˆซแ‹ แ‰ แˆแŠ• แ‹ฐแˆจแŒƒ แˆ‹แ‹ญ แŠฅแŠ•แ‹ณแˆˆ แˆ˜แŠจแ‰ณแ‰ฐแˆแข

โ–ถ๏ธโ€‹ แ‹จแˆ˜แ‹˜แŒแ‹จแ‰ต แ‰ตแŠ•แ‰ฐแŠ“: แˆˆแˆแŠ• แŠฅแŠ•แ‹ฐแ‹˜แŒˆแ‹จ แˆ˜แˆˆแ‹จแ‰ตแŠ“ แˆ˜แแ‰ตแˆ” แˆ˜แˆแˆˆแŒแข

โ€‹๐Ÿ”˜ แŒฅแ‰…แˆ™: แŠจแŒŠแ‹œ แˆฐแˆŒแ‹ณ แˆ˜แ‹แŒฃแ‰ตแŠ• (Overrun) แ‹ซแˆตแ‰€แˆซแˆแข

โ€‹โ“น แ‹จแŠ แ‹ฐแŒ‹ แˆตแŒ‹แ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ (Risk Management)

โ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธ
โ–ถ๏ธ แŠ แ‹ฐแŒ‹แŠ• แˆ˜แˆˆแ‹จแ‰ต: แˆŠแ‹ซแŒ‹แŒฅแˆ™ แ‹จแˆšแ‰ฝแˆ‰ แ‰ฝแŒแˆฎแ‰ฝแŠ• แŠ แˆตแ‰€แ‹ตแˆž แˆ›แ‹ˆแ‰…แข

โ–ถ๏ธ แŠ แ‹ฐแŒ‹แŠ• แˆ˜แŒˆแˆแŒˆแˆ: แ‹จแ‰ฝแŒแˆฉแŠ• แŠญแ‰ฅแ‹ฐแ‰ตแŠ“ แ‹จแˆ˜แŠจแˆฐแ‰ต แ‹•แ‹ตแˆ แˆ˜แˆ˜แ‹˜แŠ•แข

โ–ถ๏ธ แ‹จแˆ˜แ‰€แАแˆป แŠฅแ‰…แ‹ต: แ‰ฝแŒแˆฉแŠ• แˆˆแˆ˜แ‰€แАแˆต แ‹ˆแ‹ญแˆ แˆˆแˆ›แˆตแ‹ˆแŒˆแ‹ต แˆ›แ‰€แ‹ตแข

โ–ถ๏ธ โ€‹แ‹จแˆ˜แŒ แ‰ฃแ‰ แ‰‚แ‹ซ แŠญแˆแ‰ฝแ‰ต: แˆˆแŠ แ‹ฐแŒ‹ แŒŠแ‹œ แ‹จแˆšแˆ†แŠ• แŒˆแŠ•แ‹˜แ‰ฅ แ‹ˆแ‹ญแˆ แŒŠแ‹œ แˆ˜แ‹ซแ‹แข

โ€‹๐Ÿ”˜ แŒฅแ‰…แˆ™: แ‹ซแˆแ‰ฐแŒ แ‰ แ‰ แŠฅแŠ•แ‰…แ‹แ‰ถแ‰ฝแŠ• แ‹ญแ‰€แŠ•แˆณแˆแข

โ€‹โ“บ แ‹จแˆ€แ‰ฅแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ (Resource Management)

โ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธ
โ–ถ๏ธโ€‹ แ‹จแˆฐแ‹ แŠƒแ‹ญแˆ แŠฅแ‰…แ‹ต: แŠ แˆตแˆแˆ‹แŒŠ แ‹จแˆ†แŠ‘ แˆ แˆซแ‰ฐแŠžแ‰ฝแŠ• แˆ›แ‹ฐแˆซแŒ€แ‰ตแข

โ–ถ๏ธโ€‹ แ‹จแˆ›แˆฝแАแˆชแ‹Žแ‰ฝ แˆ˜แ‹ตแ‰ฅ: แˆ˜แˆฃแˆชแ‹ซแ‹Žแ‰ฝแŠ• แˆˆแˆšแˆแˆˆแŒˆแ‹ แˆฅแˆซ แˆ›แŠจแ‹แˆแˆแข

โ–ถ๏ธ แ‹จแ‰แˆณแ‰แˆต แŠ แ‰…แˆญแ‰ฆแ‰ต แŠฅแ‰…แ‹ต: แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‹•แ‰ƒแ‹Žแ‰ฝ แ‹จแˆšแŒˆแ‹™แ‰ แ‰ตแŠ• แŒŠแ‹œ แˆ˜แ‹ˆแˆฐแŠ•แข

โ–ถ๏ธ โ€‹แ‹จแˆแˆญแ‰ณแˆ›แАแ‰ต แŠญแ‰ตแ‰ตแˆ: แ‹จแˆฅแˆซ แ‰…แˆแŒฅแแŠ“แŠ• แˆ˜แˆˆแŠซแ‰ตแข

โ€‹๐Ÿ”˜ แŒฅแ‰…แˆ™ แ‰ แŒแŠ•แ‰ฃแ‰ณ แ‰ฆแ‰ณ แˆ‹แ‹ญ แ‹ซแˆˆแ‹แŠ• แ‰ฅแŠญแАแ‰ต แ‹ญแ‰€แŠ•แˆณแˆแข
โ€‹โ“ป แ‹จแŒแŠ•แŠ™แАแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ (Communication Management)
โ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธ
โ–ถ๏ธ แˆ˜แ‹ฐแ‰ แŠ› แ‹จแŒฃแ‰ขแ‹ซ แˆตแ‰ฅแˆฐแ‰ฃแ‹Žแ‰ฝ: แŠจแ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แŒ‹แˆญ แˆ˜แ‹ˆแ‹ซแ‹จแ‰ตแข
โ–ถ๏ธ โ€‹แ‹จแˆ‚แ‹ฐแ‰ต แˆชแ–แˆญแ‰ถแ‰ฝ: แ‹จแˆฅแˆซแ‹แŠ• แ‹แŒคแ‰ต แ‰ แŒฝแˆ‘แ แˆ›แˆณแ‹ˆแ‰…แข
โ–ถ๏ธ แ‰ฃแˆˆแ‹ตแˆญแˆป แŠ แŠซแˆ‹แ‰ตแŠ• แˆ›แˆตแ‰ฐแŠ“แ‰ แˆญ: แŠจแ‰ฃแˆˆแ‰คแ‰ฑแŠ“ แŠจแ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แŒ‹แˆญ แˆ˜แŠ“แ‰ แ‰ฅแข
โ–ถ๏ธ แ‹จแˆฐแАแ‹ต แ‰แŒฅแŒฅแˆญ: แˆ˜แˆจแŒƒแ‹Žแ‰ฝแŠ•แŠ“ แ•แˆ‹แŠ–แ‰ฝแŠ• แ‰ แŠ แŒแ‰ฃแ‰ก แˆ˜แ‹ซแ‹แข
โ€‹๐Ÿ”˜ แŒฅแ‰…แˆ™: แŒแˆแŒฝแАแ‰ตแŠ•แŠ“ แ‹จแ‰กแ‹ตแŠ• แˆฅแˆซแŠ• แ‹ซแŒ แŠ“แŠญแˆซแˆแข
โ€‹โž‡ แ‹จแ‹ฐแˆ…แŠ•แАแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ (Safety Management)

โ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธ
โ–ถ๏ธ โ€‹แ‹จแ‹ฐแˆ…แŠ•แАแ‰ต แŠฅแ‰…แ‹ตแŠ“ แŒˆแˆˆแŒป (Toolbox talks): แˆˆแˆ แˆซแ‰ฐแŠžแ‰ฝ แ‹จแ‹ฐแˆ…แŠ•แАแ‰ต แ‰ตแˆแˆ…แˆญแ‰ต แˆ˜แˆตแŒ แ‰ตแข
โ–ถ๏ธโ€‹ แ‹จแˆ˜แŠจแˆ‹แŠจแ‹ซ แˆ˜แˆฃแˆชแ‹ซแ‹Žแ‰ฝ (PPE): แ‰†แ‰ฅแฃ แŒซแˆ›แŠ“ แˆแ‰ฅแˆต แˆ˜แŒ แ‰€แˆแŠ• แˆ›แˆจแŒ‹แŒˆแŒฅแข
โ–ถ๏ธ แ‹จแŠ แ‹ฐแŒ‹ แ‰ตแŠ•แ‰ฐแŠ“: แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‰ฆแ‰ณแ‹แŠ• แŠ แ‹ฐ แŒˆแŠแАแ‰ต แˆ˜แˆแ‰ฐแˆฝแข

โ–ถ๏ธแ‹จแŠ แ‹ฐแŒ‹ แˆชแ–แˆญแ‰ต: แŠ แ‹ฐแŒ‹ แˆฒแŠจแˆฐแ‰ต แ‰ แŠ แŒแ‰ฃแ‰ก แˆ˜แˆ˜แ‹แŒˆแ‰ฅแŠ“ แˆ˜แˆ›แˆญแข
โ€‹๐Ÿ”˜ แŒฅแ‰…แˆ™: แˆ แˆซแ‰ฐแŠžแ‰ฝแŠ•แŠ“ แŠ•แ‰ฅแˆจแ‰ตแŠ• แŠจแŠ แ‹ฐแŒ‹ แ‹ญแŒ แ‰ฅแ‰ƒแˆแข
โ€‹โ“ฝ แ‹จแŒแ‹ฅ แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ (Procurement Management)

โ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธ
โ–ถ๏ธ แ‹จแŠ แ‰…แˆซแ‰ขแ‹Žแ‰ฝ แˆแˆญแŒซ: แŒฅแˆซแ‰ต แ‹ซแˆˆแ‹ แ‹•แ‰ƒ แ‹จแˆšแ‹ซแ‰€แˆญแ‰ก แ‹ตแˆญแŒ…แ‰ถแ‰ฝแŠ• แˆ˜แˆˆแ‹จแ‰ตแข

โ–ถ๏ธโ€‹ แ‹จแ‹แˆ แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ: แˆตแˆแˆแАแ‰ถแ‰ฝแŠ•แŠ“ แŠฎแŠ•แ‰ตแˆซแ‰ถแ‰ฝแŠ• แˆ˜แ‰†แŒฃแŒ แˆญแข

โ–ถ๏ธโ€‹ แ‹จแ‹•แ‰ƒแ‹Žแ‰ฝ แŠ แ‰…แˆญแ‰ฆแ‰ต แˆฐแˆŒแ‹ณ: แ‹•แ‰ƒแ‹Žแ‰ฝ แ‰ แˆฐแ‹“แ‰ฑ แŒฃแ‰ขแ‹ซแ‹ แŠฅแŠ•แ‹ฒแ‹ฐแˆญแˆฑ แˆ›แ‹ตแˆจแŒแข

โ–ถ๏ธ แ‹จแˆ˜แŒ‹แ‹˜แŠ• แ‰แŒฅแŒฅแˆญ (Inventory): แ‹ซแˆ‰แ‰ตแŠ• แ‹•แ‰ƒแ‹Žแ‰ฝ แˆ˜แ‰†แŒฃแŒ แˆญแข

โ€‹๐Ÿ“Œ แŒฅแ‰…แˆ™: แ‰ แ‹•แ‰ƒ แŠฅแŒฅแˆจแ‰ต แˆแŠญแŠ•แ‹ซแ‰ต แˆฅแˆซ แŠฅแŠ•แ‹ณแ‹ญแ‰†แˆ แ‹ญแˆจแ‹ณแˆแข

โ€‹โž‰ แŠญแ‰ตแ‰ตแˆ แŠฅแŠ“ แ‰แŒฅแŒฅแˆญ (Monitoring & Control)

โ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธโ–ช๏ธ
๐Ÿ‘‰โ€‹แ‹จแŠ แˆแŒปแŒธแˆ แˆ˜แˆˆแŠชแ‹ซแ‹Žแ‰ฝ (KPIs): แ‹แŒคแ‰ณแˆ›แАแ‰ตแŠ• แˆ˜แˆˆแŠซแ‰ตแข

๐Ÿ‘‰โ€‹แ‹จแ‰ฐแŠจแŠ“แ‹ˆแА แˆฅแˆซ แ‹‹แŒ‹ (EVM): แŠจแ‹ˆแŒช แŠ แŠ•แŒปแˆญ แ‹จแ‰ฐแˆ แˆซแ‹แŠ• แˆฅแˆซ แˆ˜แˆ˜แ‹˜แŠ•แข

๐Ÿ‘‰โ€‹แ‹จแŒฃแ‰ขแ‹ซ แŠฆแ‹ฒแ‰ต: แˆฅแˆซแ‹ แ‰ แ‰ตแŠญแŠญแˆ แˆ˜แŠจแŠ“แ‹ˆแŠ‘แŠ• แˆ˜แˆแ‰ฐแˆฝแข

๐Ÿ‘‰โ€‹แ‹จแˆ›แˆตแ‰ฐแŠซแŠจแ‹ซ แŠฅแˆญแˆแŒƒแ‹Žแ‰ฝ: แˆตแˆ…แ‰ฐแ‰ต แˆฒแŠ–แˆญ แ‹ˆแ‹ฒแ‹ซแ‹แŠ‘ แˆ›แˆจแˆแข

โ€‹๐Ÿ”˜ แŒฅแ‰…แˆ™: แ•แˆฎแŒ€แŠญแ‰ฑ แ‰ แ‰ณแˆˆแˆ˜แˆˆแ‰ต แˆ˜แˆตแˆ˜แˆญ แŠฅแŠ•แ‹ฒแŒ“แ‹ แ‹ญแˆจแ‹ณแˆแข

Via Mekamu Mohammed

@etconp
โค20๐Ÿ‘2
๐Ÿ‘5โค4
Water = 180 kg/mยณ | Cement = 360 kg/mยณ Waterโ€“cement ratio = ?
Anonymous Quiz
8%
A) 0.40
13%
B) 0.45
71%
C) 0.50
6%
D) 0.55
3%
E) 0.60
โค4๐Ÿฅฐ3
For M25 concrete, standard deviation = 4 MPa.Target mean strength = ? ๐Ÿ‘‰ check hidden Answar
Anonymous Quiz
44%
A) 29.0 MPa
20%
B) 30.5 MPa
18%
C) 31.6 MPa
10%
D) 33.0 MPa
7%
E) 35.0 MPa
โค4๐Ÿ”ฅ4๐Ÿ‘1
2. The main purpose of steel bars in reinforced concrete is to resist:
Anonymous Quiz
8%
A. Compression
84%
B. Tension
5%
C. Shear
3%
D. Bearing
๐Ÿ‘5
๐Ÿ’ง Effective Water-Cement Ratio:Cement = 350 kg/mยณ, water added = 175 kg/mยณ, but 10% of water is absorbed by aggregates. Calculate effective w/c ratio.๐Ÿ’ฌ Comment your answer!
Anonymous Quiz
41%
๐Ÿ‘‰ A) 0.45
19%
๐Ÿ‘‰ B) 0.47
27%
๐Ÿ‘‰ C) 0.50
13%
๐Ÿ‘‰ D) 0.55
๐Ÿฅฐ4โค3
๐Ÿ—๏ธ Which of these is a pozzolanic material commonly used in concrete?
๐Ÿ’ฌ Comment your choice before revealing the
Anonymous Quiz
51%
๐Ÿ‘‰ A) Limestone
27%
๐Ÿ‘‰ B) Fly ash
6%
๐Ÿ‘‰ C) Granite
16%
๐Ÿ‘‰ D) Sand
โค10
๐Ÿ‘‰ INTERCON Construction Chemicals 

โ— Concrete Admixtures
โ— Bonding Agents
โ— Waterproofings
โ— Wall Putty, Prime Coat
โ— Concrete Repair Mortar
โ— Floor hardener, Epoxy
โ— Grout, Self-level mortar
โ— Quartz paint, Contextra
โ— Tile Adhesive & Tile Joint Fillers 
โ— Geotextiles and other construction chemicals and materials

โ˜Ž๏ธ Tel: 0961955555

๐Ÿ”น Address 1: Signal road, around
Dinberwa Hospital

๐Ÿ”น Addres 2: Wellosefer, Infront of
Dani Plaza
๐Ÿ‘2โค1
๐Ÿ Roof Types and Details

๐ŸทBasic Terms

- Slope โ€“ The angle or inclination of the roof surface.
- Pitch โ€“ Ratio of rise to span; determines steepness.
- Ridge โ€“ The horizontal line at the top where two roof planes meet.
- Hip โ€“ The external angle formed by the intersection of two sloping roof surfaces.

โญ๏ธRoof Types Explained

- Single-Pitch (Lean-to Roof)
- One sloping surface.
- Simple, economical, often used for sheds or extensions.

- Gable Roof
- Two sloping sides meeting at a ridge.
- Classic triangular profile, good for drainage and ventilation.

- Half-Hip Roof
- Gable roof with the upper part of the gable cut off by a small hip.
- Provides better wind resistance than a full gable.

- Half-Hipped (Four-Pitched)
- Combination of gable and hip on all sides.
- Adds stability and aesthetic variation.

- Half-Hipped (Double-Pitched)
- Two slopes on each side, with truncated gables.
- Offers more attic space and improved wind resistance.

- Hipped (Four-Pitched)
- All sides slope downwards to walls.
- Strong against wind, common in tropical climates.

- Multi-Pitch Roof
- Several roof planes intersecting.
- Used for complex structures, adds architectural interest.

- Mansard (Hipped)
- Four-sided roof with two slopes per side, lower slope steeper.
- Maximizes attic space, French origin.

- Mansard (Half-Hipped)
- Variation with truncated gables.
- Combines attic space with wind resistance.

- Tent Roof
- Steeply pitched, pyramid-like.
- Often used for towers or small structures.

- Pyramidal (Spires)
- Four equal triangular sides meeting at a point.
- Common in temples, towers, and monuments.

- Conical (Spires)
- Circular base tapering to a point.
- Seen in turrets, gazebos, and traditional huts.

- Hipped with Broken Pitch
- Hip roof with a change in slope mid-way.
- Adds character and allows more usable upper space.

- Gable roofs are cost-effective but less wind-resistant.
- Hip roofs are stronger in high-wind zones.
- Mansard roofs maximize usable space but are more complex to construct.
- Conical and pyramidal roofs are mainly aesthetic or symbolic.

#CivilEngineering #Construction #RoofDesign #RoofTypes #StructuralEngineering #BuildingDesign #Architecture #RoofStructure #GableRoof #HipRoof #MansardRoof #ConstructionDetails #BuildingConstruction #CivilEngineeringBasics #EngineeringStudents #LearnEngineering #EngineeringFacts #ConstructionKnowledge #CivilEngineeringWorld #ExplorePage #TrendingNow #ViralPost #ReelsIndia #ContentCreator

@etconp
๐Ÿ™7โค5๐Ÿ‘1
๐Ÿ‘‰Hydroelectric Dam

๐ŸšงKey Details

- Reservoir (Water Intake Area): Stores water at a higher elevation, providing potential energy.
- Trash Rack: Filters debris before water enters the intake system.
- Gated Intake Tower: Controls the flow of water into the penstock.
- Penstock (Steel Pipe): Directs high-pressure water toward the turbines.
- Turbines (not labeled but implied): Convert kinetic energy of flowing water into mechanical energy.
- Spillway & Stilling Basin: Safely release excess water to prevent overflow and reduce erosion.
- Grouting Gallery: Strengthens dam foundations and prevents seepage.
- Drainage Holes: Relieve water pressure inside the dam structure.
- Sluice Gates (Bottom Outlet): Allow controlled release of water for flood management.
- Debris Boom: Prevents floating debris from entering the intake.
- High Voltage Transmission Lines: Carry generated electricity to the grid.
- Lower River (Discharge): Returns water downstream after energy conversion.

@etconp
โค11
๐Ÿ‘‰แŠ แˆตแ‹ฐแˆณแ‰ฝ แ‹œแŠ“ แˆˆแ‹šแˆ… แ‰ปแŠ“แˆ แ‰คแ‰ฐแˆฐแ‰ฆแ‰ฝ

๐Ÿ’ซแ‹จ แ‰ตแŠ•แˆณแŠค แ‰ แ‹“แˆ แˆแŠญแŠ•แ‹ซแ‰ต แ‰ แˆ›แˆตแˆ˜แˆแŠจแ‰ต แ‹จ Quantity Surveying แŠฅแŠ“ ETABS แŠฆแŠ•แˆ‹แ‹ญแŠ• แŠฎแˆญแˆถแ‰ฝ แ‰  25% แ‹‹แŒ‹ แ‰…แŠ“แˆฝ แˆแ‹แŒˆแ‰ฃ แŒ€แˆแˆจแŠ“แˆ๐Ÿ™

๐Ÿ“ฉแˆˆแˆ˜แˆ˜แ‹แŒˆแ‰ฅ แ‰  @Philemona7 แ‹ญแƒแ‰แˆแŠ• แ‹ˆแ‹ญ แ‰  0925446661 แ‹ญแ‹ฐแ‹แˆ‰แˆแŠ•โค

@etconp
๐Ÿ‘2
๐Ÿ‘‰แ‹จ แˆ˜แˆฌแ‰ตแŠ“ แ‹จ แ‰คแ‰ต แ‹แ‹แ‹แˆญ แ‹จแˆšแˆแ€แˆแ‰ฃแ‰ธแ‹ แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ

๐Ÿ“œแ‹จแ‰ฃแˆˆแ‰คแ‰ตแАแ‰ต (แ‹จแ‹ญแ‹žแ‰ณ) แˆตแˆ แ‹แ‹แ‹แˆญ แ‹จแˆšแ‹ฐแˆจแŒˆแ‹ แ‰ แˆšแŠจแ‰ฐแˆ‰แ‰ต แˆแŠญแŠ•แ‹ซแ‰ถแ‰ฝ แАแ‹แฆ

โ€ข แ‰ แˆฝแ‹ซแŒญ (Sale): แ‰ แˆปแŒญแŠ“ แ‰ แŒˆแ‹ฅ แˆ˜แŠซแŠจแˆ แ‰ แˆšแ‹ฐแˆจแŒ แ‹จแ‹แˆ แˆตแˆแˆแАแ‰ต
โ€ข แ‰ แˆตแŒฆแ‰ณ (Gift): แ‰ แ‰คแ‰ฐแˆฐแ‰ฅ แ‹ˆแ‹ญแˆ แ‰ แŒแˆˆแˆฐแ‰ฆแ‰ฝ แˆ˜แŠซแŠจแˆ แ‰ แˆšแ‹ฐแˆจแŒ แАแŒป แˆตแŒฆแ‰ณ
โ€ข แ‰ แ‹แˆญแˆต (Inheritance): แ‰ แˆ•แŒ แ‹ˆแ‹ญแˆ แ‰ แŠ‘แ‹›แ‹œ แˆˆแ‹ˆแˆซแˆพแ‰ฝ แ‹จแˆšแ‰ฐแˆ‹แˆˆแ
โ€ข แ‰ แแˆญแ‹ต แ‰คแ‰ต แ‰ตแŠฅแ‹›แ‹: แ‰ แ‹•แ‹ณ แ‹ˆแ‹ญแˆ แ‰ แˆŒแˆ‹ แ‹จแˆ•แŒ แŠญแˆญแŠญแˆญ แˆแŠญแŠ•แ‹ซแ‰ต แ‰ แ‹แˆญแˆตแฃ แ‰ แˆฝแ‹ซแŒญ แŠฅแŠ“ แ‰ แˆตแŒฆแ‰ณ แˆตแˆ แˆˆแˆ›แ‹›แ‹ˆแˆญ แ‹จแˆšแ‹ซแˆตแˆแˆแŒ‰ แˆ‚แ‹ฐแ‰ถแ‰ฝแŠ“ แˆ˜แˆจแŒƒแ‹Žแ‰ฝ แŠฅแŠ•แ‹ฐแˆšแŠจแ‰ฐแˆˆแ‹ แ‰€แˆญแ‰ แ‹‹แˆแข

1. แ‰ แˆฝแ‹ซแŒญ (Sale)

แŠ แˆตแˆแˆ‹แŒŠ แˆ˜แˆจแŒƒแ‹Žแ‰ฝแฆ
o แ‹‹แŠ“แ‹ แ‹จแ‰ฃแˆˆแ‰คแ‰ตแАแ‰ต แˆ›แˆจแŒ‹แŒˆแŒซ แŠซแˆญแ‰ณ (Original Title Deed)
o แ‰ แˆฐแАแ‹ถแ‰ฝ แˆ›แˆจแŒ‹แŒˆแŒซ แ‹จแŒธแ‹ฐแ‰€ แ‹จแˆฝแ‹ซแŒญ แ‹แˆ
o แ‹จแˆปแŒญ แŠฅแŠ“ แ‹จแŒˆแ‹ข แ‹จแ‰ณแ‹ฐแˆฐ แˆ˜แ‰ณแ‹ˆแ‰‚แ‹ซ
o แŠ•แ‰ฅแˆจแ‰ฑ แ‰ แŒ‹แˆซ แˆ€แ‰ฅแ‰ตแАแ‰ต แ‹จแ‰ฐแˆ˜แ‹˜แŒˆแ‰  แŠจแˆ†แА แ‹จแ‰ตแ‹ณแˆญ แŒ“แ‹ฐแŠ› แˆตแˆแˆแАแ‰ต
o แŠจแ‹•แ‹ณ แŠฅแŠ“ แŠฅแŒˆแ‹ณ แАแƒ แˆ˜แˆ†แŠ‘แŠ• แ‹จแˆšแŒˆแˆแŒฝ แˆ›แˆตแˆจแŒƒ
o แ‹จแŒแ‰ฅแˆญ แ‹ฐแˆจแˆฐแŠ


2. แ‰ แ‹แˆญแˆต (Inheritance)

แ‹แˆญแˆต แ‹จแˆšแˆแŒธแˆ˜แ‹ แ‰ฃแˆˆแ‰คแ‰ฑ แ‰ แˆ…แ‹ญแ‹ˆแ‰ต แ‰ แˆŒแˆˆแ‰ แ‰ต แ‹ˆแ‰…แ‰ต แˆฒแˆ†แŠ•แฃ แˆ…แŒ‹แ‹Š แ‹ˆแˆซแˆฝแАแ‰ตแŠ• แˆ›แˆจแŒ‹แŒˆแŒฅ แ‰€แ‹ณแˆšแ‹ แ‰ฐแŒแ‰ฃแˆญ แАแ‹แข
แŠ แˆตแˆแˆ‹แŒŠ แˆ˜แˆจแŒƒแ‹Žแ‰ฝแฆ
o แ‹จแˆŸแ‰ฝ แ‹จแ‰ฃแˆˆแ‰คแ‰ตแАแ‰ต แˆ›แˆจแŒ‹แŒˆแŒซ แŠซแˆญแ‰ณ
o แ‹จแˆŸแ‰ฝ แ‹จแˆžแ‰ต แˆแˆตแŠญแˆญ แ‹ˆแˆจแ‰€แ‰ต
o แŠจแแˆญแ‹ต แ‰คแ‰ต แ‹จแ‰ฐแˆฐแŒ  แ‹จแˆ•แŒ‹แ‹Š แ‹ˆแˆซแˆฝแАแ‰ต แˆ›แˆจแŒ‹แŒˆแŒซ (Heirship Certificate)
o แ‹ˆแˆซแˆพแ‰ฝ แŠ•แ‰ฅแˆจแ‰ฑแŠ• แˆˆแˆ˜แŠจแ‹แˆแˆ แŠจแ‰ฐแˆตแˆ›แˆ™ แ‰ แˆฐแАแ‹ถแ‰ฝ แˆ›แˆจแŒ‹แŒˆแŒซ แ‹จแŒธแ‹ฐแ‰€ แ‹จแ‹แˆญแˆต แŠญแแแˆ แˆตแˆแˆแАแ‰ต
o แ‹จแ‹ˆแˆซแˆพแ‰ฝ แ‹จแ‰ณแ‹ฐแˆฐ แˆ˜แ‰ณแ‹ˆแ‰‚แ‹ซ

3. แ‰ แˆตแŒฆแ‰ณ (Gift)

แŠ แˆตแˆแˆ‹แŒŠ แˆ˜แˆจแŒƒแ‹Žแ‰ฝแฆ
o แ‹‹แŠ“แ‹ แ‹จแ‰ฃแˆˆแ‰คแ‰ตแАแ‰ต แˆ›แˆจแŒ‹แŒˆแŒซ แŠซแˆญแ‰ณ
o แ‰ แˆฐแАแ‹ถแ‰ฝ แˆ›แˆจแŒ‹แŒˆแŒซ แ‹จแŒธแ‹ฐแ‰€ แ‹จแˆตแŒฆแ‰ณ แ‹แˆ
o แ‹จแˆฐแŒช แŠฅแŠ“ แ‹จแ‰ฐแ‰€แ‰ฃแ‹ญ แ‹จแ‰ณแ‹ฐแˆฐ แˆ˜แ‰ณแ‹ˆแ‰‚แ‹ซ
o แ‹จแŒ‹แˆซ แˆ€แ‰ฅแ‰ต แŠจแˆ†แА แ‹จแ‰ตแ‹ณแˆญ แŒ“แ‹ฐแŠ› แˆตแˆแˆแАแ‰ต


แ‹จแˆ˜แˆจแŒƒแ‹ แˆแŠ•แŒญแก- แ‹จแ‰ฐแˆธแˆปแˆˆแ‹ แ‹จแŠจแ‰ฐแˆ› แˆ˜แˆฌแ‰ต แ‹ญแ‹žแ‰ณ แˆ›แˆจแŒ‹แŒˆแŒฅ แŠฅแŠ“ แˆแ‹แŒˆแ‰ฃ แˆ˜แˆ˜แˆชแ‹ซ แ‰แŒฅแˆญ 61/2010

Via Addis Ababa City Admin. Landholding Registration and Information

@etconp
โค14๐Ÿ‘5
๐Ÿ‘‰Runway Markings Explained

Threshold โ€“ The start of the runway where aircraft land. Marked by white stripes.

Landing Designator โ€“ The runway number (like 09, 27) showing its direction based on compass heading.

Centerline โ€“ The dashed white line in the middle that pilots follow for alignment.

Aiming Point โ€“ Large white blocks where pilots aim to touch down during landing.

Touchdown Zone Markings โ€“ Groups of white bars that help pilots judge distance while landing.

Edge Markings โ€“ Solid white lines on both sides showing runway boundaries.

Blast Pad โ€“ Area before the runway that protects the surface from jet blast; not for landing or takeoff.

#RunwayMarkings #AviationBasics #PilotTraining #AviationKnowledge #AirportEngineering #CivilEngineering #RunwayDesign #AviationLife #FlightTraining #AircraftLanding #AviationFacts

@etconp
โค12