๐Basic Knowledge for Construction Site Engineers
๐ฉ 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}
๐ฒThese formulas help quickly estimate reinforcement steel weight for cost and quantity calculations.
๐งฑ Concrete Test Cube
- Standard size: 150 ร 150 ร 150 mm
- Layers: Cube is cast in 3 layers, each compacted properly to avoid voids.
๐ชฃ Slump Cone Test
- Used to check workability of concrete.
- Slump cone is filled in 3 equal layers, each tamped with 25 strokes.
๐๏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
๐ฒEnsures structural safety and prevents over-reinforcement.
๐งฑ Shear Wall Thickness
- Minimum thickness: 150 mm
- Maximum thickness (common practice): 400 mm
- Provides lateral stability against wind and earthquake forces.
๐ช Staircase Slope
- Recommended slope: 25ยฐ to 40ยฐ
- Ensures comfort and safety for users.
๐ Nominal Cover (Concrete Cover)
- Footing: 50 mm
- Column: 40 mm
- Slab: 20 mm
๐ซProtects reinforcement from corrosion and fire.
๐ฏ 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
๐ฉ 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}
๐ฒThese formulas help quickly estimate reinforcement steel weight for cost and quantity calculations.
๐งฑ Concrete Test Cube
- Standard size: 150 ร 150 ร 150 mm
- Layers: Cube is cast in 3 layers, each compacted properly to avoid voids.
๐ชฃ Slump Cone Test
- Used to check workability of concrete.
- Slump cone is filled in 3 equal layers, each tamped with 25 strokes.
๐๏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
๐ฒEnsures structural safety and prevents over-reinforcement.
๐งฑ Shear Wall Thickness
- Minimum thickness: 150 mm
- Maximum thickness (common practice): 400 mm
- Provides lateral stability against wind and earthquake forces.
๐ช Staircase Slope
- Recommended slope: 25ยฐ to 40ยฐ
- Ensures comfort and safety for users.
๐ Nominal Cover (Concrete Cover)
- Footing: 50 mm
- Column: 40 mm
- Slab: 20 mm
๐ซProtects reinforcement from corrosion and fire.
๐ฏ 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
โค19
๐Building information modeling (BIM)
โญ๏ธYou know how we usually have a number of paper drawings flying aroundโfloor plans, sections, elevation, BOQs, schedules, material listsโฆ.๐๐๐ถ๐น๐ฑ๐ถ๐ป๐ด ๐ถ๐ป๐ณ๐ผ๐ฟ๐บ๐ฎ๐๐ถ๐ผ๐ป ๐บ๐ผ๐ฑ๐ฒ๐น๐ถ๐ป๐ด(๐๐๐) is like putting everything into one smart 3D model, where: Every wall, slab, door, or pipe isnโt just a shapeโitโs got info inside.
That info tells you what it is, how big, what itโs made of,when itโs built, how much it costs, and even how to maintain it after handover.
๐ทItโs like having a digital twin of your building that helps the team from day one all the way to operation.
๐What BIM does on a construction project
โ Design Coordination
Architects, engineers, and consultants all work on the same model so it reduces clashes (e.g., duct going through a beam? Youโll detect it early).
โ Better Visualization
You can do a virtual walkthrough before laying a single block.
Great for explaining the design to clients.
โ Accurate Quantities
BIM tools can automatically count materialsโhow many blocks, bags of cement, or doors you need.
This helps estimating and procurement teams massively.
โ 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.
โ Facility Management (FM)
After handover, the client can use the BIM model to manage repairs, maintenance, warranties, and replacements.
โจThere are 7 dimensions of BIM we'll see in the next part.
#BIM
#Construction
#Modernconstruction
@etconp
โญ๏ธYou know how we usually have a number of paper drawings flying aroundโfloor plans, sections, elevation, BOQs, schedules, material listsโฆ.๐๐๐ถ๐น๐ฑ๐ถ๐ป๐ด ๐ถ๐ป๐ณ๐ผ๐ฟ๐บ๐ฎ๐๐ถ๐ผ๐ป ๐บ๐ผ๐ฑ๐ฒ๐น๐ถ๐ป๐ด(๐๐๐) is like putting everything into one smart 3D model, where: Every wall, slab, door, or pipe isnโt just a shapeโitโs got info inside.
That info tells you what it is, how big, what itโs made of,when itโs built, how much it costs, and even how to maintain it after handover.
๐ทItโs like having a digital twin of your building that helps the team from day one all the way to operation.
๐What BIM does on a construction project
โ Design Coordination
Architects, engineers, and consultants all work on the same model so it reduces clashes (e.g., duct going through a beam? Youโll detect it early).
โ Better Visualization
You can do a virtual walkthrough before laying a single block.
Great for explaining the design to clients.
โ Accurate Quantities
BIM tools can automatically count materialsโhow many blocks, bags of cement, or doors you need.
This helps estimating and procurement teams massively.
โ 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.
โ Facility Management (FM)
After handover, the client can use the BIM model to manage repairs, maintenance, warranties, and replacements.
โจThere are 7 dimensions of BIM we'll see in the next part.
#BIM
#Construction
#Modernconstruction
@etconp
โค14๐11
๐Scholarship Tips
๐ทTips to maximize your chance of winning an international scholarship
1๏ธโฃ 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๏ธโฃ 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 universityโs 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๏ธโฃ 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๏ธโฃ Apply as early as possible
The saying โthe 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๏ธโฃ 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๏ธโฃ 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 โI 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๏ธโฃ 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๏ธโฃ 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๏ธโฃ 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.
๐ 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
๐ทTips to maximize your chance of winning an international scholarship
1๏ธโฃ 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๏ธโฃ 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 universityโs 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๏ธโฃ 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๏ธโฃ Apply as early as possible
The saying โthe 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๏ธโฃ 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๏ธโฃ 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 โI 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๏ธโฃ 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๏ธโฃ 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๏ธโฃ 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.
๐ 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
โค17๐2๐1
ADVERTISMENT
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โ แจแแแฐแฃแธแ แ แแแแแถแฝ
๐ แแแต any Size & thickness
๐ แ แฆแแต (แฅแญแต แแแฃแตแ แแ แ)
๐ แจแฐแแซแฉ [modefic] แตแซแแฝแ แฅแแฐแซแแแข
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โค4
๐Foundation Strengthening
๐ซFoundation strengthening is necessary when an existing structureโs foundation is no longer adequate to safely carry the imposed loads due to
โ Soil settlement or loss of bearing capacity
โ Changes in building loads (e.g., adding extra floors)
โ Construction defects or deterioration
โ Seismic or flood vulnerability
โ Nearby excavation or changes in ground condition
โจDifferent types of foundation Strengthening
โ Mass Concrete Underpinning: Simple & cost-effective for shallow foundations.
โ Beam & Base (Pier & Beam): Transfers load to stronger soil, less digging.
โ Mini / Micro-Piles: Deep support, minimal disturbance.
โ Needle-and-Pile / Cantilever Needles: Localized or one-sided reinforcement.
โ Concrete Jacketing: Encases foundations to increase capacity.
โ Chemical / Jet Grouting: Densifies soil or fills voids, perfect for tight spaces.
โ Screw Piles / Helical Piers: Quick installation, low vibration.
โ Angle / Root Piling: Stabilizes nearby walls & structures.
โ Soil Stabilization: Geosynthetics, polymers, or geofoam for stronger ground.
โ Base Isolation: Protects buildings in earthquake zones.
#FoundationStrengthening #StructuralSafety #CivilEngineering
#EthiopianConstructionEngineering
#SiteExecution #PlanningToBuild
#ConstructionBasics #BuildSmart
#OnSiteLearning #EthiopianConstruction #Ethioconstruction
@etconp
๐ซFoundation strengthening is necessary when an existing structureโs foundation is no longer adequate to safely carry the imposed loads due to
โ Soil settlement or loss of bearing capacity
โ Changes in building loads (e.g., adding extra floors)
โ Construction defects or deterioration
โ Seismic or flood vulnerability
โ Nearby excavation or changes in ground condition
โจDifferent types of foundation Strengthening
โ Mass Concrete Underpinning: Simple & cost-effective for shallow foundations.
โ Beam & Base (Pier & Beam): Transfers load to stronger soil, less digging.
โ Mini / Micro-Piles: Deep support, minimal disturbance.
โ Needle-and-Pile / Cantilever Needles: Localized or one-sided reinforcement.
โ Concrete Jacketing: Encases foundations to increase capacity.
โ Chemical / Jet Grouting: Densifies soil or fills voids, perfect for tight spaces.
โ Screw Piles / Helical Piers: Quick installation, low vibration.
โ Angle / Root Piling: Stabilizes nearby walls & structures.
โ Soil Stabilization: Geosynthetics, polymers, or geofoam for stronger ground.
โ Base Isolation: Protects buildings in earthquake zones.
#FoundationStrengthening #StructuralSafety #CivilEngineering
#EthiopianConstructionEngineering
#SiteExecution #PlanningToBuild
#ConstructionBasics #BuildSmart
#OnSiteLearning #EthiopianConstruction #Ethioconstruction
@etconp
โค4๐1๐1
๐Cantilever Beam
๐ซReinforcement 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
๐ซReinforcement 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
โค11๐6
๐Reinforced 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.
๐ฉ 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.
๐ 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
- 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.
๐ฉ 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.
๐ 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
โค10
โ
แจแฎแแตแตแซแญแฝแ แฅแซ แ แแซแญ แตแแถแฝ (Construction Management Techniques)
โโ แฅแ แต แฅแ แจแแ แฐแแณ (Planning & Scheduling)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธ โแจแฅแซ แญแแแ แแแ แญ (WBS): แแฎแแญแฑแ แแฐ แตแแแฝแ แแฐแแ แฉ แแฐแแฝแ แญแแแฝ แแจแแแแข
โถ๏ธ โแแแต แปแญแต (Gantt Charts): แจแฅแซ แแฐแตแ แ แแซแ แแณแซแข
๐โแญแชแฒแซแ แแ แแฐแต (CPM): แแณแ แจแแ แจแฅแซ แแตแแฎแฝแ แแแจแตแข
โถ๏ธ โแจแแญแแตแถแ แฅแ แต (Milestone Planning): แแ แแ แแฆแฝแ แแแตแข
โ๐ แฅแ แ: แแฎแแญแฑ แ แณแแฐแแต แแ แฅแแฒแ แแแ แซแฐแญแแแข
โโถ แจแแช แ แตแฐแณแฐแญ (Cost Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โแแญแแญ แจแแช แแแต: แฅแซแแณแแฑ แฅแซ แแ แซแ แ แแช แฅแแฐแแ แญแ แแตแแตแข
โถ๏ธ แจแ แแต แแตแฅ: แแฐแแซแฉ แจแฅแซ แญแแแฝ แ แแต แแแฐแฅแข
โถ๏ธ แจแแแแฅ แแฐแต แตแแ แซ (Cash flow): แจแแแแฅ แแขแ แแชแ แแแแตแข
โถ๏ธโ แจแแช แแฉแแต แตแแฐแ: แจแ แแต แ แแญ แฅแแณแญแแฃ แแแฃแ แญแข
โ๐ แฅแ แ: แซแแฐแแฃ แฅแญแแตแ แจแแ แ แซแแ แแช แญแจแแจแแแข
โโ แจแฅแซแต แ แตแฐแณแฐแญ (Quality Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธโ แจแฅแซแต แแจแแแซ (QA): แแฐแฑ แตแญแญแแ แแแแ แแจแแแฅแข
โถ๏ธ โแจแฅแซแต แแฅแฅแญ (QC): แแคแฑ แฐแจแแแ แจแ แ แ แแแแ แแแฐแฝแข
โถ๏ธ โแจแฅแฌ แแ แแฐแปแ แแญแแซ: แฅแซแณแธแ แจแฐแจแแแ แแฅแแถแฝแ แแ แแแข
โถ๏ธ แฐแจแแแฝแ แแญแ แญ: แจแแแฃแณ แแแฝแแ แแญแแญ แแแชแซแแฝแ แแจแฐแแข
โ๐ แฅแ แ: แ แแซแซแ แฐแ แแแฑ แจแฐแ แ แ แแแฃแณ แฅแแฒแแญ แซแฐแญแแแข
โโธ แจแแ แ แตแฐแณแฐแญ (Time Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธ แจแฅแซแแฝ แ แฐแ แฐแจแฐแ: แจแตแแ แฅแซ แแตแ แแจแแแ แฅแแณแแ แต แแแจแตแข
โถ๏ธ แจแแฅแต แแแฃแ แ (Resource leveling): แจแฐแ แแญแแ แแฃแชแซแ แ แแแ แแจแแแแข
โถ๏ธ แจแแฐแต แญแตแตแ: แฅแซแ แ แแ แฐแจแ แแญ แฅแแณแ แแจแณแฐแแข
โถ๏ธโ แจแแแแจแต แตแแฐแ: แแแ แฅแแฐแแแจ แแแจแตแ แแแตแ แแแแแข
โ๐ แฅแ แ: แจแแ แฐแแณ แแแฃแตแ (Overrun) แซแตแแซแแข
โโน แจแ แฐแ แตแแต แ แตแฐแณแฐแญ (Risk Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธ แ แฐแแ แแแจแต: แแซแแฅแ แจแแฝแ แฝแแฎแฝแ แ แตแแตแ แแแ แข
โถ๏ธ แ แฐแแ แแแแแ: แจแฝแแฉแ แญแฅแฐแตแ แจแแจแฐแต แแตแ แแแแแข
โถ๏ธ แจแแแแป แฅแ แต: แฝแแฉแ แแแแแต แแญแ แแแตแแแต แแแตแข
โถ๏ธ โแจแแ แฃแ แแซ แญแแฝแต: แแ แฐแ แแ แจแแแ แแแแฅ แแญแ แแ แแซแแข
โ๐ แฅแ แ: แซแแฐแ แ แ แฅแแ แแถแฝแ แญแแแณแแข
โโบ แจแแฅแต แ แตแฐแณแฐแญ (Resource Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธโ แจแฐแ แแญแ แฅแ แต: แ แตแแแ แจแแ แ แซแฐแแฝแ แแฐแซแแตแข
โถ๏ธโ แจแแฝแแชแแฝ แแตแฅ: แแฃแชแซแแฝแ แแแแแแ แฅแซ แแจแแแแข
โถ๏ธ แจแแณแแต แ แ แญแฆแต แฅแ แต: แจแแแฃแณ แแแแฝ แจแแแแ แตแ แแ แแแฐแแข
โถ๏ธ โแจแแญแณแแแต แญแตแตแ: แจแฅแซ แ แแฅแแแ แแแซแตแข
โ๐ แฅแ แ แ แแแฃแณ แฆแณ แแญ แซแแแ แฅแญแแต แญแแแณแแข
โโป แจแแแแแต แ แตแฐแณแฐแญ (Communication Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธ แแฐแ แ แจแฃแขแซ แตแฅแฐแฃแแฝ: แจแฃแแแซแแฝ แแญ แแแซแจแตแข
โถ๏ธ โแจแแฐแต แชแแญแถแฝ: แจแฅแซแแ แแคแต แ แฝแแ แแณแแ แข
โถ๏ธ แฃแแตแญแป แ แซแแตแ แแตแฐแแ แญ: แจแฃแแคแฑแ แจแฃแแแซแแฝ แแญ แแแ แฅแข
โถ๏ธ แจแฐแแต แแฅแฅแญ: แแจแแแฝแแ แแแแฝแ แ แ แแฃแก แแซแแข
โ๐ แฅแ แ: แแแฝแแตแแ แจแกแตแ แฅแซแ แซแ แแญแซแแข
โโ แจแฐแ แแแต แ แตแฐแณแฐแญ (Safety Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธ โแจแฐแ แแแต แฅแ แตแ แแแป (Toolbox talks): แแ แซแฐแแฝ แจแฐแ แแแต แตแแ แญแต แแตแ แตแข
โถ๏ธโ แจแแจแแจแซ แแฃแชแซแแฝ (PPE): แแฅแฃ แซแแ แแฅแต แแ แแแ แแจแแแฅแข
โถ๏ธ แจแ แฐแ แตแแฐแ: แจแแแฃแณ แฆแณแแ แ แฐ แแแแต แแแฐแฝแข
โถ๏ธแจแ แฐแ แชแแญแต: แ แฐแ แฒแจแฐแต แ แ แแฃแก แแแแแฅแ แแแญแข
โ๐ แฅแ แ: แ แซแฐแแฝแแ แแฅแจแตแ แจแ แฐแ แญแ แฅแแแข
โโฝ แจแแฅ แ แตแฐแณแฐแญ (Procurement Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธ แจแ แ แซแขแแฝ แแญแซ: แฅแซแต แซแแ แแ แจแแซแแญแก แตแญแ แถแฝแ แแแจแตแข
โถ๏ธโ แจแแ แ แตแฐแณแฐแญ: แตแแแแถแฝแแ แฎแแตแซแถแฝแ แแแฃแ แญแข
โถ๏ธโ แจแแแแฝ แ แ แญแฆแต แฐแแณ: แแแแฝ แ แฐแแฑ แฃแขแซแ แฅแแฒแฐแญแฑ แแตแจแแข
โถ๏ธ แจแแแแ แแฅแฅแญ (Inventory): แซแแตแ แแแแฝ แแแฃแ แญแข
โ๐ แฅแ แ: แ แแ แฅแฅแจแต แแญแแซแต แฅแซ แฅแแณแญแแ แญแจแณแแข
โโ แญแตแตแ แฅแ แแฅแฅแญ (Monitoring & Control)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
๐โแจแ แแปแธแ แแแชแซแแฝ (KPIs): แแคแณแแแตแ แแแซแตแข
๐โแจแฐแจแแแ แฅแซ แแ (EVM): แจแแช แ แแปแญ แจแฐแ แซแแ แฅแซ แแแแแข
๐โแจแฃแขแซ แฆแฒแต: แฅแซแ แ แตแญแญแ แแจแแแแ แแแฐแฝแข
๐โแจแแตแฐแซแจแซ แฅแญแแแแฝ: แตแ แฐแต แฒแแญ แแฒแซแแ แแจแแข
โ๐ แฅแ แ: แแฎแแญแฑ แ แณแแแแต แแตแแญ แฅแแฒแแ แญแจแณแแข
Via Mekamu Mohammed
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โโ แฅแ แต แฅแ แจแแ แฐแแณ (Planning & Scheduling)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธ โแจแฅแซ แญแแแ แแแ แญ (WBS): แแฎแแญแฑแ แแฐ แตแแแฝแ แแฐแแ แฉ แแฐแแฝแ แญแแแฝ แแจแแแแข
โถ๏ธ โแแแต แปแญแต (Gantt Charts): แจแฅแซ แแฐแตแ แ แแซแ แแณแซแข
๐โแญแชแฒแซแ แแ แแฐแต (CPM): แแณแ แจแแ แจแฅแซ แแตแแฎแฝแ แแแจแตแข
โถ๏ธ โแจแแญแแตแถแ แฅแ แต (Milestone Planning): แแ แแ แแฆแฝแ แแแตแข
โ๐ แฅแ แ: แแฎแแญแฑ แ แณแแฐแแต แแ แฅแแฒแ แแแ แซแฐแญแแแข
โโถ แจแแช แ แตแฐแณแฐแญ (Cost Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โแแญแแญ แจแแช แแแต: แฅแซแแณแแฑ แฅแซ แแ แซแ แ แแช แฅแแฐแแ แญแ แแตแแตแข
โถ๏ธ แจแ แแต แแตแฅ: แแฐแแซแฉ แจแฅแซ แญแแแฝ แ แแต แแแฐแฅแข
โถ๏ธ แจแแแแฅ แแฐแต แตแแ แซ (Cash flow): แจแแแแฅ แแขแ แแชแ แแแแตแข
โถ๏ธโ แจแแช แแฉแแต แตแแฐแ: แจแ แแต แ แแญ แฅแแณแญแแฃ แแแฃแ แญแข
โ๐ แฅแ แ: แซแแฐแแฃ แฅแญแแตแ แจแแ แ แซแแ แแช แญแจแแจแแแข
โโ แจแฅแซแต แ แตแฐแณแฐแญ (Quality Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธโ แจแฅแซแต แแจแแแซ (QA): แแฐแฑ แตแญแญแแ แแแแ แแจแแแฅแข
โถ๏ธ โแจแฅแซแต แแฅแฅแญ (QC): แแคแฑ แฐแจแแแ แจแ แ แ แแแแ แแแฐแฝแข
โถ๏ธ โแจแฅแฌ แแ แแฐแปแ แแญแแซ: แฅแซแณแธแ แจแฐแจแแแ แแฅแแถแฝแ แแ แแแข
โถ๏ธ แฐแจแแแฝแ แแญแ แญ: แจแแแฃแณ แแแฝแแ แแญแแญ แแแชแซแแฝแ แแจแฐแแข
โ๐ แฅแ แ: แ แแซแซแ แฐแ แแแฑ แจแฐแ แ แ แแแฃแณ แฅแแฒแแญ แซแฐแญแแแข
โโธ แจแแ แ แตแฐแณแฐแญ (Time Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธ แจแฅแซแแฝ แ แฐแ แฐแจแฐแ: แจแตแแ แฅแซ แแตแ แแจแแแ แฅแแณแแ แต แแแจแตแข
โถ๏ธ แจแแฅแต แแแฃแ แ (Resource leveling): แจแฐแ แแญแแ แแฃแชแซแ แ แแแ แแจแแแแข
โถ๏ธ แจแแฐแต แญแตแตแ: แฅแซแ แ แแ แฐแจแ แแญ แฅแแณแ แแจแณแฐแแข
โถ๏ธโ แจแแแแจแต แตแแฐแ: แแแ แฅแแฐแแแจ แแแจแตแ แแแตแ แแแแแข
โ๐ แฅแ แ: แจแแ แฐแแณ แแแฃแตแ (Overrun) แซแตแแซแแข
โโน แจแ แฐแ แตแแต แ แตแฐแณแฐแญ (Risk Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธ แ แฐแแ แแแจแต: แแซแแฅแ แจแแฝแ แฝแแฎแฝแ แ แตแแตแ แแแ แข
โถ๏ธ แ แฐแแ แแแแแ: แจแฝแแฉแ แญแฅแฐแตแ แจแแจแฐแต แแตแ แแแแแข
โถ๏ธ แจแแแแป แฅแ แต: แฝแแฉแ แแแแแต แแญแ แแแตแแแต แแแตแข
โถ๏ธ โแจแแ แฃแ แแซ แญแแฝแต: แแ แฐแ แแ แจแแแ แแแแฅ แแญแ แแ แแซแแข
โ๐ แฅแ แ: แซแแฐแ แ แ แฅแแ แแถแฝแ แญแแแณแแข
โโบ แจแแฅแต แ แตแฐแณแฐแญ (Resource Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธโ แจแฐแ แแญแ แฅแ แต: แ แตแแแ แจแแ แ แซแฐแแฝแ แแฐแซแแตแข
โถ๏ธโ แจแแฝแแชแแฝ แแตแฅ: แแฃแชแซแแฝแ แแแแแแ แฅแซ แแจแแแแข
โถ๏ธ แจแแณแแต แ แ แญแฆแต แฅแ แต: แจแแแฃแณ แแแแฝ แจแแแแ แตแ แแ แแแฐแแข
โถ๏ธ โแจแแญแณแแแต แญแตแตแ: แจแฅแซ แ แแฅแแแ แแแซแตแข
โ๐ แฅแ แ แ แแแฃแณ แฆแณ แแญ แซแแแ แฅแญแแต แญแแแณแแข
โโป แจแแแแแต แ แตแฐแณแฐแญ (Communication Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธ แแฐแ แ แจแฃแขแซ แตแฅแฐแฃแแฝ: แจแฃแแแซแแฝ แแญ แแแซแจแตแข
โถ๏ธ โแจแแฐแต แชแแญแถแฝ: แจแฅแซแแ แแคแต แ แฝแแ แแณแแ แข
โถ๏ธ แฃแแตแญแป แ แซแแตแ แแตแฐแแ แญ: แจแฃแแคแฑแ แจแฃแแแซแแฝ แแญ แแแ แฅแข
โถ๏ธ แจแฐแแต แแฅแฅแญ: แแจแแแฝแแ แแแแฝแ แ แ แแฃแก แแซแแข
โ๐ แฅแ แ: แแแฝแแตแแ แจแกแตแ แฅแซแ แซแ แแญแซแแข
โโ แจแฐแ แแแต แ แตแฐแณแฐแญ (Safety Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธ โแจแฐแ แแแต แฅแ แตแ แแแป (Toolbox talks): แแ แซแฐแแฝ แจแฐแ แแแต แตแแ แญแต แแตแ แตแข
โถ๏ธโ แจแแจแแจแซ แแฃแชแซแแฝ (PPE): แแฅแฃ แซแแ แแฅแต แแ แแแ แแจแแแฅแข
โถ๏ธ แจแ แฐแ แตแแฐแ: แจแแแฃแณ แฆแณแแ แ แฐ แแแแต แแแฐแฝแข
โถ๏ธแจแ แฐแ แชแแญแต: แ แฐแ แฒแจแฐแต แ แ แแฃแก แแแแแฅแ แแแญแข
โ๐ แฅแ แ: แ แซแฐแแฝแแ แแฅแจแตแ แจแ แฐแ แญแ แฅแแแข
โโฝ แจแแฅ แ แตแฐแณแฐแญ (Procurement Management)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
โถ๏ธ แจแ แ แซแขแแฝ แแญแซ: แฅแซแต แซแแ แแ แจแแซแแญแก แตแญแ แถแฝแ แแแจแตแข
โถ๏ธโ แจแแ แ แตแฐแณแฐแญ: แตแแแแถแฝแแ แฎแแตแซแถแฝแ แแแฃแ แญแข
โถ๏ธโ แจแแแแฝ แ แ แญแฆแต แฐแแณ: แแแแฝ แ แฐแแฑ แฃแขแซแ แฅแแฒแฐแญแฑ แแตแจแแข
โถ๏ธ แจแแแแ แแฅแฅแญ (Inventory): แซแแตแ แแแแฝ แแแฃแ แญแข
โ๐ แฅแ แ: แ แแ แฅแฅแจแต แแญแแซแต แฅแซ แฅแแณแญแแ แญแจแณแแข
โโ แญแตแตแ แฅแ แแฅแฅแญ (Monitoring & Control)
โช๏ธโช๏ธโช๏ธโช๏ธโช๏ธ
๐โแจแ แแปแธแ แแแชแซแแฝ (KPIs): แแคแณแแแตแ แแแซแตแข
๐โแจแฐแจแแแ แฅแซ แแ (EVM): แจแแช แ แแปแญ แจแฐแ แซแแ แฅแซ แแแแแข
๐โแจแฃแขแซ แฆแฒแต: แฅแซแ แ แตแญแญแ แแจแแแแ แแแฐแฝแข
๐โแจแแตแฐแซแจแซ แฅแญแแแแฝ: แตแ แฐแต แฒแแญ แแฒแซแแ แแจแแข
โ๐ แฅแ แ: แแฎแแญแฑ แ แณแแแแต แแตแแญ แฅแแฒแแ แญแจแณแแข
Via Mekamu Mohammed
@etconp
โค20๐2
Which of the following is a type of shallow foundation?
Anonymous Quiz
16%
A) Pile foundation
24%
B) Raft foundation
6%
C) Well foundation
40%
D) Strap foundation
15%
E) All of the above
๐5โค4
Water = 180 kg/mยณ | Cement = 360 kg/mยณ Waterโcement ratio = ?
Anonymous Quiz
8%
A) 0.40
13%
B) 0.45
71%
C) 0.50
6%
D) 0.55
3%
E) 0.60
โค4๐ฅฐ3
For M25 concrete, standard deviation = 4 MPa.Target mean strength = ? ๐ 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
โค4๐ฅ4๐1
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
๐5
๐ง 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.๐ฌ Comment your answer!
Anonymous Quiz
41%
๐ A) 0.45
19%
๐ B) 0.47
27%
๐ C) 0.50
13%
๐ D) 0.55
๐ฅฐ4โค3
๐๏ธ Which of these is a pozzolanic material commonly used in concrete?
๐ฌ Comment your choice before revealing the
๐ฌ Comment your choice before revealing the
Anonymous Quiz
51%
๐ A) Limestone
27%
๐ B) Fly ash
6%
๐ C) Granite
16%
๐ D) Sand
โค10
๐ 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๏ธ Tel: 0961955555
๐น Address 1: Signal road, around
Dinberwa Hospital
๐น Addres 2: Wellosefer, Infront of
Dani Plaza
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๏ธ Tel: 0961955555
๐น Address 1: Signal road, around
Dinberwa Hospital
๐น Addres 2: Wellosefer, Infront of
Dani Plaza
๐2โค1
๐ Roof Types and Details
๐ทBasic 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๏ธRoof 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
๐ทBasic 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๏ธRoof 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
๐7โค5๐1
๐Hydroelectric Dam
๐งKey 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
๐งKey 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
โค11
๐แ แตแฐแณแฝ แแ แแแ
แปแแ แคแฐแฐแฆแฝ
๐ซแจ แตแแณแค แ แแ แแญแแซแต แ แแตแแแจแต แจ Quantity Surveying แฅแ ETABS แฆแแแญแ แฎแญแถแฝ แ 25% แแ แ แแฝ แแแแฃ แแแจแแ๐
๐ฉแแแแแแฅ แ @Philemona7 แญแแแแ แแญ แ 0925446661 แญแฐแแแแโค
@etconp
๐ซแจ แตแแณแค แ แแ แแญแแซแต แ แแตแแแจแต แจ Quantity Surveying แฅแ ETABS แฆแแแญแ แฎแญแถแฝ แ 25% แแ แ แแฝ แแแแฃ แแแจแแ๐
๐ฉแแแแแแฅ แ @Philemona7 แญแแแแ แแญ แ 0925446661 แญแฐแแแแโค
@etconp
๐2
๐แจ แแฌแตแ แจ แคแต แแแแญ แจแแแแแฃแธแ แแแแถแฝ
๐แจแฃแแคแตแแต (แจแญแแณ) แตแ แแแแญ แจแแฐแจแแ แ แแจแฐแแต แแญแแซแถแฝ แแแฆ
โข แ แฝแซแญ (Sale): แ แปแญแ แ แแฅ แแซแจแ แ แแฐแจแ แจแแ แตแแแแต
โข แ แตแฆแณ (Gift): แ แคแฐแฐแฅ แแญแ แ แแแฐแฆแฝ แแซแจแ แ แแฐแจแ แแป แตแฆแณ
โข แ แแญแต (Inheritance): แ แแ แแญแ แ แแแ แแแซแพแฝ แจแแฐแแแ
โข แ แแญแต แคแต แตแฅแแ: แ แแณ แแญแ แ แแ แจแแ แญแญแญแญ แแญแแซแต แ แแญแตแฃ แ แฝแซแญ แฅแ แ แตแฆแณ แตแ แแแแแญ แจแแซแตแแแ แแฐแถแฝแ แแจแแแฝ แฅแแฐแแจแฐแแ แแญแ แแแข
1. แ แฝแซแญ (Sale)
แ แตแแแ แแจแแแฝแฆ
o แแแ แจแฃแแคแตแแต แแจแแแซ แซแญแณ (Original Title Deed)
o แ แฐแแถแฝ แแจแแแซ แจแธแฐแ แจแฝแซแญ แแ
o แจแปแญ แฅแ แจแแข แจแณแฐแฐ แแณแแแซ
o แแฅแจแฑ แ แแซ แแฅแตแแต แจแฐแแแแ แจแแ แจแตแณแญ แแฐแ แตแแแแต
o แจแแณ แฅแ แฅแแณ แแ แแแแ แจแแแแฝ แแตแจแ
o แจแแฅแญ แฐแจแฐแ
2. แ แแญแต (Inheritance)
แแญแต แจแแแธแแ แฃแแคแฑ แ แ แญแแต แ แแแ แต แแ แต แฒแแแฃ แ แแ แแซแฝแแตแ แแจแแแฅ แแณแแ แฐแแฃแญ แแแข
แ แตแแแ แแจแแแฝแฆ
o แจแแฝ แจแฃแแคแตแแต แแจแแแซ แซแญแณ
o แจแแฝ แจแแต แแตแญแญ แแจแแต
o แจแแญแต แคแต แจแฐแฐแ แจแแแ แแซแฝแแต แแจแแแซ (Heirship Certificate)
o แแซแพแฝ แแฅแจแฑแ แแแจแแแ แจแฐแตแแ แ แฐแแถแฝ แแจแแแซ แจแธแฐแ แจแแญแต แญแแแ แตแแแแต
o แจแแซแพแฝ แจแณแฐแฐ แแณแแแซ
3. แ แตแฆแณ (Gift)
แ แตแแแ แแจแแแฝแฆ
o แแแ แจแฃแแคแตแแต แแจแแแซ แซแญแณ
o แ แฐแแถแฝ แแจแแแซ แจแธแฐแ แจแตแฆแณ แแ
o แจแฐแช แฅแ แจแฐแแฃแญ แจแณแฐแฐ แแณแแแซ
o แจแแซ แแฅแต แจแแ แจแตแณแญ แแฐแ แตแแแแต
แจแแจแแ แแแญแก- แจแฐแธแปแแ แจแจแฐแ แแฌแต แญแแณ แแจแแแฅ แฅแ แแแแฃ แแแชแซ แแฅแญ 61/2010
Via Addis Ababa City Admin. Landholding Registration and Information
@etconp
๐แจแฃแแคแตแแต (แจแญแแณ) แตแ แแแแญ แจแแฐแจแแ แ แแจแฐแแต แแญแแซแถแฝ แแแฆ
โข แ แฝแซแญ (Sale): แ แปแญแ แ แแฅ แแซแจแ แ แแฐแจแ แจแแ แตแแแแต
โข แ แตแฆแณ (Gift): แ แคแฐแฐแฅ แแญแ แ แแแฐแฆแฝ แแซแจแ แ แแฐแจแ แแป แตแฆแณ
โข แ แแญแต (Inheritance): แ แแ แแญแ แ แแแ แแแซแพแฝ แจแแฐแแแ
โข แ แแญแต แคแต แตแฅแแ: แ แแณ แแญแ แ แแ แจแแ แญแญแญแญ แแญแแซแต แ แแญแตแฃ แ แฝแซแญ แฅแ แ แตแฆแณ แตแ แแแแแญ แจแแซแตแแแ แแฐแถแฝแ แแจแแแฝ แฅแแฐแแจแฐแแ แแญแ แแแข
1. แ แฝแซแญ (Sale)
แ แตแแแ แแจแแแฝแฆ
o แแแ แจแฃแแคแตแแต แแจแแแซ แซแญแณ (Original Title Deed)
o แ แฐแแถแฝ แแจแแแซ แจแธแฐแ แจแฝแซแญ แแ
o แจแปแญ แฅแ แจแแข แจแณแฐแฐ แแณแแแซ
o แแฅแจแฑ แ แแซ แแฅแตแแต แจแฐแแแแ แจแแ แจแตแณแญ แแฐแ แตแแแแต
o แจแแณ แฅแ แฅแแณ แแ แแแแ แจแแแแฝ แแตแจแ
o แจแแฅแญ แฐแจแฐแ
2. แ แแญแต (Inheritance)
แแญแต แจแแแธแแ แฃแแคแฑ แ แ แญแแต แ แแแ แต แแ แต แฒแแแฃ แ แแ แแซแฝแแตแ แแจแแแฅ แแณแแ แฐแแฃแญ แแแข
แ แตแแแ แแจแแแฝแฆ
o แจแแฝ แจแฃแแคแตแแต แแจแแแซ แซแญแณ
o แจแแฝ แจแแต แแตแญแญ แแจแแต
o แจแแญแต แคแต แจแฐแฐแ แจแแแ แแซแฝแแต แแจแแแซ (Heirship Certificate)
o แแซแพแฝ แแฅแจแฑแ แแแจแแแ แจแฐแตแแ แ แฐแแถแฝ แแจแแแซ แจแธแฐแ แจแแญแต แญแแแ แตแแแแต
o แจแแซแพแฝ แจแณแฐแฐ แแณแแแซ
3. แ แตแฆแณ (Gift)
แ แตแแแ แแจแแแฝแฆ
o แแแ แจแฃแแคแตแแต แแจแแแซ แซแญแณ
o แ แฐแแถแฝ แแจแแแซ แจแธแฐแ แจแตแฆแณ แแ
o แจแฐแช แฅแ แจแฐแแฃแญ แจแณแฐแฐ แแณแแแซ
o แจแแซ แแฅแต แจแแ แจแตแณแญ แแฐแ แตแแแแต
แจแแจแแ แแแญแก- แจแฐแธแปแแ แจแจแฐแ แแฌแต แญแแณ แแจแแแฅ แฅแ แแแแฃ แแแชแซ แแฅแญ 61/2010
Via Addis Ababa City Admin. Landholding Registration and Information
@etconp
โค14๐5
๐Runway 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
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
โค12