๐แ แแแญแณ แถแถ 12.3 แช.แ แแแแต แ 2.6 แขแแจแ แฅแญ แฅแจแฐแแแฃ แแ
๐งแ แฐแกแฅ แจแขแตแฎแตแซ แญแแ แ แแแญแณ แแ แจแแแแ แจแแแญแณ แถแถ แจแฐแ แแแแต แแแฃแณ แแฎแแญแตแ แ แฐแซแแแต แแ แแแ แแแ แฅแจแฐแ แซ แญแแแแข
โบแจแจแฐแ แแแแฑ 12.39 แชแ แแตแญ แจแแธแแ แฒแแแฃ แจแแแแต แแแฃแณ แแฎแแญแฑ แ แแแต แแต แฐแจแแ แฅแจแฐแ แซ แญแแแแข
โบแแต 1 แจแแ แฅแตแจ แถแถ แแฅแญแ แฎแแ 7.14 แชแ แแตแญ แฒแแแฃ แแต 2 แจแฆแ แ แฐแฃแฃแญ แฅแตแจ แ แจแซ แแแซ แแแแ แซ แตแจแต 6.3 แชแ แแตแญ แจแแแแ แแแข
๐ซแแแฃแณแแ แแแจแแแ แแแแฅแต แจ2.6 แขแแฎแ แฅแญ แ แแญ แแฐแต แ แตแญแแแข
โญ๏ธแแแฃแณแแ แฐแจแญแฆ แฅแซแจแแแ แจแแแแ แ แแแแ แปแญแ แแญแตแต แแญแ แขแแแแชแแ แแแข
โบแแแฃแณแแ แ 2018 แ.แ แแ แ แแ แแแ แแแ แแ แต แฐแญแ แฅแจแฐแ แซ แญแแแแข
๐ฒแ.แคแ.แแญ แแ แแตแตแ แ แแซแช แจแฐแแ แ แแซแช แแแแฒแถแฝ แแญ แ แฃแแซ แ แแแ แจแแแจแญ แฅแ แจแแฅแฅแญ แฅแซแแ แฅแซแจแแแ แญแแแแข
โบแแแแฑ แจแฅแแจแ แฅแ แจแแแแต แ แซแแญแ แจแแฎ แ แจแฐแ 34 แฅแ 21.5 แฒแแ แ แแ แญ แจแฐแ 13.6 แแตแญ แจแแ แตแแต แฅแแฒแแจแ แฐแฐแญแ แ แแแแฃแต แแญ แแแข
๐งแ แแ แแญ แจแ แแญ แแจแฃแ แแแตแฃ แจแแ แฑแฆ แแ แซแฃ แจแตแแ แแแฅแ แ แญแแณแฃ แจแฑแฆ แแแจแต แฅแซแ แคแ แฎแญแต แฅแซแแฝ แฐแ แญแฐแแ
โ๏ธแ แ แแแญ แ แแแแ 15 แ แแถ แฐแญแทแแข
Via ERA
@etconp
๐งแ แฐแกแฅ แจแขแตแฎแตแซ แญแแ แ แแแญแณ แแ แจแแแแ แจแแแญแณ แถแถ แจแฐแ แแแแต แแแฃแณ แแฎแแญแตแ แ แฐแซแแแต แแ แแแ แแแ แฅแจแฐแ แซ แญแแแแข
โบแจแจแฐแ แแแแฑ 12.39 แชแ แแตแญ แจแแธแแ แฒแแแฃ แจแแแแต แแแฃแณ แแฎแแญแฑ แ แแแต แแต แฐแจแแ แฅแจแฐแ แซ แญแแแแข
โบแแต 1 แจแแ แฅแตแจ แถแถ แแฅแญแ แฎแแ 7.14 แชแ แแตแญ แฒแแแฃ แแต 2 แจแฆแ แ แฐแฃแฃแญ แฅแตแจ แ แจแซ แแแซ แแแแ แซ แตแจแต 6.3 แชแ แแตแญ แจแแแแ แแแข
๐ซแแแฃแณแแ แแแจแแแ แแแแฅแต แจ2.6 แขแแฎแ แฅแญ แ แแญ แแฐแต แ แตแญแแแข
โญ๏ธแแแฃแณแแ แฐแจแญแฆ แฅแซแจแแแ แจแแแแ แ แแแแ แปแญแ แแญแตแต แแญแ แขแแแแชแแ แแแข
โบแแแฃแณแแ แ 2018 แ.แ แแ แ แแ แแแ แแแ แแ แต แฐแญแ แฅแจแฐแ แซ แญแแแแข
๐ฒแ.แคแ.แแญ แแ แแตแตแ แ แแซแช แจแฐแแ แ แแซแช แแแแฒแถแฝ แแญ แ แฃแแซ แ แแแ แจแแแจแญ แฅแ แจแแฅแฅแญ แฅแซแแ แฅแซแจแแแ แญแแแแข
โบแแแแฑ แจแฅแแจแ แฅแ แจแแแแต แ แซแแญแ แจแแฎ แ แจแฐแ 34 แฅแ 21.5 แฒแแ แ แแ แญ แจแฐแ 13.6 แแตแญ แจแแ แตแแต แฅแแฒแแจแ แฐแฐแญแ แ แแแแฃแต แแญ แแแข
๐งแ แแ แแญ แจแ แแญ แแจแฃแ แแแตแฃ แจแแ แฑแฆ แแ แซแฃ แจแตแแ แแแฅแ แ แญแแณแฃ แจแฑแฆ แแแจแต แฅแซแ แคแ แฎแญแต แฅแซแแฝ แฐแ แญแฐแแ
โ๏ธแ แ แแแญ แ แแแแ 15 แ แแถ แฐแญแทแแข
Via ERA
@etconp
๐8โค2
๐Lets See those Points
๐นPayment Process
โช๏ธInterim Payments: Made at specified intervals (e.g., monthly) based on work completed.
โช๏ธFinal Payment: Made after completion, testing, and acceptance of works.
โช๏ธRetention Money: A percentage withheld from interim payments, released upon completion.
๐นPayment Certificates
โช๏ธEngineer's Certificate: Confirms work completion and authorizes payment.
โช๏ธPayment Certificate: Issued by Employer/Engineer, detailing payment amounts.
๐นPayment Timeline
โช๏ธPayment Due Date: 42 days after payment certificate issuance (FIDIC Red Book).
โช๏ธPayment Period: Varies depending on contract terms.
๐นPayment Terms
โช๏ธLump Sum: Single payment for entire project.
โช๏ธMeasurement-Based: Payments based on measured work.
โช๏ธTime-Based: Payments based on time spent.
๐นPayment Security
โช๏ธAdvance Payment Guarantee: Secures advance payments.
โช๏ธPerformance Guarantee: Ensures project completion.
โช๏ธPayment Guarantee: Ensures payment to subcontractors.
๐นDispute Resolution
โช๏ธDispute Adjudication Board (DAB): Resolves disputes.
โช๏ธArbitration: Final dispute resolution.
๐นFIDIC Contract Types
โช๏ธRed Book: Construction contract.
โช๏ธYellow Book: Plant and design-build contract.
โช๏ธSilver Book: EPC/Turnkey projects.
โช๏ธGold Book: Design-build-operate projects.
@etconp
๐นPayment Process
โช๏ธInterim Payments: Made at specified intervals (e.g., monthly) based on work completed.
โช๏ธFinal Payment: Made after completion, testing, and acceptance of works.
โช๏ธRetention Money: A percentage withheld from interim payments, released upon completion.
๐นPayment Certificates
โช๏ธEngineer's Certificate: Confirms work completion and authorizes payment.
โช๏ธPayment Certificate: Issued by Employer/Engineer, detailing payment amounts.
๐นPayment Timeline
โช๏ธPayment Due Date: 42 days after payment certificate issuance (FIDIC Red Book).
โช๏ธPayment Period: Varies depending on contract terms.
๐นPayment Terms
โช๏ธLump Sum: Single payment for entire project.
โช๏ธMeasurement-Based: Payments based on measured work.
โช๏ธTime-Based: Payments based on time spent.
๐นPayment Security
โช๏ธAdvance Payment Guarantee: Secures advance payments.
โช๏ธPerformance Guarantee: Ensures project completion.
โช๏ธPayment Guarantee: Ensures payment to subcontractors.
๐นDispute Resolution
โช๏ธDispute Adjudication Board (DAB): Resolves disputes.
โช๏ธArbitration: Final dispute resolution.
๐นFIDIC Contract Types
โช๏ธRed Book: Construction contract.
โช๏ธYellow Book: Plant and design-build contract.
โช๏ธSilver Book: EPC/Turnkey projects.
โช๏ธGold Book: Design-build-operate projects.
@etconp
๐28
2066. The side slope of embankments for a railway track is generally taken as
Anonymous Quiz
16%
(a) 1 : 1
30%
(b) 1.5 : 1
25%
(c) 2 : 1
29%
(d) 1 : 2
๐11๐1
2067. The weight of the rails depends upon
Anonymous Quiz
11%
(a) gauge of the tracks
7%
(b) speed of trains
8%
(c) spacing of sleepers
74%
(d) all the above
๐7
๐แฐแแ แแต แคแฐแฐแฆแปแฝแ แฃแฒแต แจ ETABS แ แฃแแญแ แฒแถแญแซแ แจ introduction แแแฎ Analysis แฅแ Design แฃแซแฐแ แแญแฅ แชแตแฎ แฅแจแแแ
แ แฅแแฐแแแแ แญแณแแแแข
๐ซตแฅแแ แจแแจแจแป แญแแ 5 ๐
https://youtu.be/tQcOm-jzqxQ
๐ซตแฅแแ แจแแจแจแป แญแแ 5 ๐
https://youtu.be/tQcOm-jzqxQ
YouTube
New ETABS Amharic Tutorial Last Part 5
Itโs the final part of our ETABS Tutorial series โ Part 5! In this video, we cover everything you need to know about applying **Wind & Seismic Loads**, **Meshing**, and **Analysis**. Learn how to define and assign wind and seismic loads according to buildingโฆ
๐8โค2๐2
๐แ แแแ แชแแ
แแป
๐ซแจแ แจแญ แแญ แแตแ
โญ๏ธแ แฑแต แแฅแญแคแ แคแฐแญแญแตแตแซแ แแแ
Via แแแ แณแแฐ
@etconp
๐ซแจแ แจแญ แแญ แแตแ
โญ๏ธแ แฑแต แแฅแญแคแ แคแฐแญแญแตแตแซแ แแแ
Via แแแ แณแแฐ
@etconp
โค17๐8
The bearing capacity of soil is primarily dependent on:
Anonymous Quiz
39%
A) Soil type and moisture content
7%
B) Depth of foundation and soil type
53%
C) Soil type, depth of foundation, and groundwater level
2%
D) Only the size of the foundation
โค16๐11
๐Flexural strength and compressive strength Of Concrete
๐ทThey are two key mechanical properties of concrete, each describing how the material behaves under different types of stress.
โญ๏ธ1. Compressive Strength:
- Definition: Compressive strength is the ability of concrete to withstand loads that reduce the size of the concrete, i.e., loads that push or compress the material.
- Measurement: It is measured by applying a compressive load to a concrete cylinder or cube until it fails. The maximum load applied divided by the cross-sectional area of the specimen gives the compressive strength, typically expressed in megapascals (MPa) or pounds per square inch (psi).
- Typical Values: Concrete generally has a high compressive strength, ranging from about 20 MPa (2900 psi) for residential construction to over 40 MPa (5800 psi) for commercial structures, and even higher for specialized applications.
โญ๏ธ2. Flexural Strength:
- Definition: Flexural strength, also known as modulus of rupture, is the ability of concrete to resist deformation under bending. It reflects the tensile strength of concrete in bending.
- Measurement: It is determined by loading a concrete beam until it fails in bending. The flexural strength is calculated based on the load at failure, the dimensions of the beam, and the span length. It is also expressed in MPa or psi.
- Typical Values: Flexural strength is typically much lower than compressive strength, often about 10% to 20% of the compressive strength, depending on the mix design and the presence of reinforcing materials.
๐Key Differences:
- Type of Stress: Compressive strength involves compression (pushing forces), while flexural strength involves tension due to bending (pulling forces).
- Magnitude: Concrete's compressive strength is significantly higher than its flexural strength.
- Application: Compressive strength is crucial for columns, foundations, and other elements primarily subjected to compressive loads. Flexural strength is important for beams, slabs, and other elements subjected to bending moments.
๐ฐUnderstanding both properties is essential for designing concrete structures that are safe and durable under the expected loading conditions.
@etconp
๐ทThey are two key mechanical properties of concrete, each describing how the material behaves under different types of stress.
โญ๏ธ1. Compressive Strength:
- Definition: Compressive strength is the ability of concrete to withstand loads that reduce the size of the concrete, i.e., loads that push or compress the material.
- Measurement: It is measured by applying a compressive load to a concrete cylinder or cube until it fails. The maximum load applied divided by the cross-sectional area of the specimen gives the compressive strength, typically expressed in megapascals (MPa) or pounds per square inch (psi).
- Typical Values: Concrete generally has a high compressive strength, ranging from about 20 MPa (2900 psi) for residential construction to over 40 MPa (5800 psi) for commercial structures, and even higher for specialized applications.
โญ๏ธ2. Flexural Strength:
- Definition: Flexural strength, also known as modulus of rupture, is the ability of concrete to resist deformation under bending. It reflects the tensile strength of concrete in bending.
- Measurement: It is determined by loading a concrete beam until it fails in bending. The flexural strength is calculated based on the load at failure, the dimensions of the beam, and the span length. It is also expressed in MPa or psi.
- Typical Values: Flexural strength is typically much lower than compressive strength, often about 10% to 20% of the compressive strength, depending on the mix design and the presence of reinforcing materials.
๐Key Differences:
- Type of Stress: Compressive strength involves compression (pushing forces), while flexural strength involves tension due to bending (pulling forces).
- Magnitude: Concrete's compressive strength is significantly higher than its flexural strength.
- Application: Compressive strength is crucial for columns, foundations, and other elements primarily subjected to compressive loads. Flexural strength is important for beams, slabs, and other elements subjected to bending moments.
๐ฐUnderstanding both properties is essential for designing concrete structures that are safe and durable under the expected loading conditions.
@etconp
๐23โค2
๐TYPES OF SOIL
๐ซSoil is a crucial component in construction, road building, and other engineering projects.
๐งDifferent types of soil have varying properties that make them suitable or unsuitable for specific applications.
โบBelow is a description of the types of soil commonly used in construction, road building, and other structures:
โญ๏ธ1. Gravel
- Description: Gravel consists of coarse particles, typically larger than 2 mm in diameter. It is a mixture of small rocks and pebbles.
- Properties:
- High load-bearing capacity.
- Excellent drainage properties.
- Resistant to compaction.
- Uses:
- Base material for roads and foundations.
- Used in concrete production.
- Ideal for drainage systems.
โญ๏ธ2. Sand
- Description: Sand is composed of fine granular particles, ranging from 0.075 mm to 4.75 mm in diameter.
- Properties:
- Good drainage and low cohesion.
- Easy to compact.
- Poor plasticity.
- Uses:
- Sub-base material for roads and pavements.
- Used in mortar and concrete mixtures.
- Suitable for backfilling trenches.
โญ๏ธ3. Silt
- Description: Silt consists of fine particles, smaller than sand but larger than clay (0.002 mm to 0.075 mm).
- Properties:
- Smooth texture.
- Moderate drainage and fertility.
- Low strength when wet.
- Uses:
- Not ideal for construction due to low strength.
- Can be stabilized with additives for use in road subgrades.
โญ๏ธ4. Clay
- Description: Clay is made up of extremely fine particles (less than 0.002 mm in diameter) and has high plasticity.
- Properties:
- High cohesion and plasticity.
- Expands when wet and shrinks when dry.
- Poor drainage.
- Uses:
- Used in making bricks, tiles, and ceramics.
- Stabilized clay can be used in road construction.
- Not suitable for foundations due to swelling and shrinkage.
โญ๏ธ5. Loam
- Description: Loam is a mixture of sand, silt, and clay in roughly equal proportions.
- Properties:
- Balanced drainage and fertility.
- Moderate strength and compaction.
- Uses:
- Used in landscaping and agriculture.
- Not typically used in heavy construction but can be stabilized for light structures.
โญ๏ธ 6. Peat
- Description: Peat is an organic soil composed of decomposed plant material.
- Properties:
- High organic content.
- Poor load-bearing capacity.
- High compressibility.
- Uses:
- Not suitable for construction or road building.
- Often removed and replaced with stronger soils in construction projects.
โญ๏ธ7. Rock (Bedrock)
- Description: Rock refers to solid, unweathered geological formations.
- Properties:
- Extremely high strength and stability.
- Excellent load-bearing capacity.
- Uses:
- Foundation for large buildings and bridges.
- Used as aggregate in concrete and asphalt.
โญ๏ธ8. Laterite
- Description: Laterite is a reddish, iron-rich soil formed in tropical regions.
- Properties:
- Hardens when exposed to air.
- Moderate strength.
- Uses:
- Used in road construction in tropical regions.
- Can be cut into bricks for building.
โญ๏ธ9. Bentonite
- Description: Bentonite is a type of clay formed from volcanic ash.
- Properties:
- High swelling capacity when wet.
- Low permeability.
- Uses:
- Used as a sealing material in foundations and landfills.
- Used in drilling fluids for construction.
โญ๏ธ10. Fill Dirt
- Description: Fill dirt is a mixture of soil, sand, and rock used to fill depressions or raise ground levels.
- Properties:
- Low organic content.
- Compactable and stable.
- Uses:
- Used in landscaping and construction to create level surfaces.
- Not suitable for structural support.
@etconp ๐
๐ซSoil is a crucial component in construction, road building, and other engineering projects.
๐งDifferent types of soil have varying properties that make them suitable or unsuitable for specific applications.
โบBelow is a description of the types of soil commonly used in construction, road building, and other structures:
โญ๏ธ1. Gravel
- Description: Gravel consists of coarse particles, typically larger than 2 mm in diameter. It is a mixture of small rocks and pebbles.
- Properties:
- High load-bearing capacity.
- Excellent drainage properties.
- Resistant to compaction.
- Uses:
- Base material for roads and foundations.
- Used in concrete production.
- Ideal for drainage systems.
โญ๏ธ2. Sand
- Description: Sand is composed of fine granular particles, ranging from 0.075 mm to 4.75 mm in diameter.
- Properties:
- Good drainage and low cohesion.
- Easy to compact.
- Poor plasticity.
- Uses:
- Sub-base material for roads and pavements.
- Used in mortar and concrete mixtures.
- Suitable for backfilling trenches.
โญ๏ธ3. Silt
- Description: Silt consists of fine particles, smaller than sand but larger than clay (0.002 mm to 0.075 mm).
- Properties:
- Smooth texture.
- Moderate drainage and fertility.
- Low strength when wet.
- Uses:
- Not ideal for construction due to low strength.
- Can be stabilized with additives for use in road subgrades.
โญ๏ธ4. Clay
- Description: Clay is made up of extremely fine particles (less than 0.002 mm in diameter) and has high plasticity.
- Properties:
- High cohesion and plasticity.
- Expands when wet and shrinks when dry.
- Poor drainage.
- Uses:
- Used in making bricks, tiles, and ceramics.
- Stabilized clay can be used in road construction.
- Not suitable for foundations due to swelling and shrinkage.
โญ๏ธ5. Loam
- Description: Loam is a mixture of sand, silt, and clay in roughly equal proportions.
- Properties:
- Balanced drainage and fertility.
- Moderate strength and compaction.
- Uses:
- Used in landscaping and agriculture.
- Not typically used in heavy construction but can be stabilized for light structures.
โญ๏ธ 6. Peat
- Description: Peat is an organic soil composed of decomposed plant material.
- Properties:
- High organic content.
- Poor load-bearing capacity.
- High compressibility.
- Uses:
- Not suitable for construction or road building.
- Often removed and replaced with stronger soils in construction projects.
โญ๏ธ7. Rock (Bedrock)
- Description: Rock refers to solid, unweathered geological formations.
- Properties:
- Extremely high strength and stability.
- Excellent load-bearing capacity.
- Uses:
- Foundation for large buildings and bridges.
- Used as aggregate in concrete and asphalt.
โญ๏ธ8. Laterite
- Description: Laterite is a reddish, iron-rich soil formed in tropical regions.
- Properties:
- Hardens when exposed to air.
- Moderate strength.
- Uses:
- Used in road construction in tropical regions.
- Can be cut into bricks for building.
โญ๏ธ9. Bentonite
- Description: Bentonite is a type of clay formed from volcanic ash.
- Properties:
- High swelling capacity when wet.
- Low permeability.
- Uses:
- Used as a sealing material in foundations and landfills.
- Used in drilling fluids for construction.
โญ๏ธ10. Fill Dirt
- Description: Fill dirt is a mixture of soil, sand, and rock used to fill depressions or raise ground levels.
- Properties:
- Low organic content.
- Compactable and stable.
- Uses:
- Used in landscaping and construction to create level surfaces.
- Not suitable for structural support.
@etconp ๐
๐19โค4๐1
๐Key Considerations for Soil in Construction and Road Building**:
1. Load-Bearing Capacity: Soils like gravel and sand are preferred for their high strength.
2. Drainage: Well-draining soils (e.g., gravel, sand) are ideal for road construction.
3. Stability: Clay and silt may require stabilization to prevent swelling or shrinkage.
4. Compaction: Proper compaction is essential to ensure soil stability and prevent settlement.
๐By understanding the properties of different soils, engineers can select the appropriate type for construction, road building, and other projects.
@etconp
1. Load-Bearing Capacity: Soils like gravel and sand are preferred for their high strength.
2. Drainage: Well-draining soils (e.g., gravel, sand) are ideal for road construction.
3. Stability: Clay and silt may require stabilization to prevent swelling or shrinkage.
4. Compaction: Proper compaction is essential to ensure soil stability and prevent settlement.
๐By understanding the properties of different soils, engineers can select the appropriate type for construction, road building, and other projects.
@etconp
๐20โค4
Intercon Construction Chemicals
๐ Authorized agent of MC, SIMENTEK, Sika, Weber
โ Concrete Admixtures
โ Bonding Agents
โ Waterproofings
โ Concrete Repair, Grouting
โ Tile Adhesive & Tile Joint Fillers
โ Wall Putty, Prime Coat, Rush Coat
โ Quartz, Contextra
โ Floor hardener, Epoxy
โ Geotextiles, Geo-membranes and other construction chemicals and materials
Tel: 0961955555 or 0944774267
Address: Signal, around signal mall
๐ Authorized agent of MC, SIMENTEK, Sika, Weber
โ Concrete Admixtures
โ Bonding Agents
โ Waterproofings
โ Concrete Repair, Grouting
โ Tile Adhesive & Tile Joint Fillers
โ Wall Putty, Prime Coat, Rush Coat
โ Quartz, Contextra
โ Floor hardener, Epoxy
โ Geotextiles, Geo-membranes and other construction chemicals and materials
Tel: 0961955555 or 0944774267
Address: Signal, around signal mall
โค2๐2
#ADVERTISEMENT
๐ง๐๐แแแฝ แแแต แฅแ แแฆแแต ๐๐
แแแแจแป แตแญแ แตโ๐ง๐
๐ ๐ ๐ แจแแแฐแฃแธแ แ แแแแแถแฝ๐ ๐ ๐
1 แแแแซแฝแ แจแแแ แจแแฐแแญ แตแซแแฝ
2 แฅแฒแแ แแแต แจ 1แแแ แฅแตแจ 30 แแแ แฅแแแญแฃแแ แฅแ แณแแ
3 แ แแแ แ แแฆแแต 12แ แฅแตแจ 32แตแจแต แฅแญแต แ แแฅแฐแ แ แฅแแ แฅแแแญแฃแแ
4 แจแฐแแซแฉ แฆแแถแฝ แ แแแแต แแฅแ
แแแแฝแ
แ1แ แฅแแต แฃแ แตแแญ แแแฐ แ แญแฅ
แ2 แ แณแณแชแแฝ แแแ แฎแญแป แฐแซ
แ3 แ แจแญ แคแ แชแณแ แแ แจแต แแข แแแแแ แแแซ
แฅแแ แ แแแแ แแฝแ แฅแแญแฃแแ
แ 4 แดแแต แแจแ แคแต แ แ แญแฃ แฃแซแฑแ แ แ แฃแซ
แแณแฐแฅแซ
แจแแแ แ แแแญ แจแแ แแจแต แซแณแฐแฆแต แฅแแ แฅแแแญแ แแแตแ แ แ แ แแซแตแกแต แแแญ แตแซแแ แญแฐแซแ แญแฐแแ
แตแแญ แแฅแญ
0912492727
0913061530
0923764834
แแแซแ แตแซ แแซแต แแ แธแญ แญแแ แแน แแแฝ
แแแต แฅแ แแฆแแต!
๐ง๐๐แแแฝ แแแต แฅแ แแฆแแต ๐๐
แแแแจแป แตแญแ แตโ๐ง๐
๐ ๐ ๐ แจแแแฐแฃแธแ แ แแแแแถแฝ๐ ๐ ๐
1 แแแแซแฝแ แจแแแ แจแแฐแแญ แตแซแแฝ
2 แฅแฒแแ แแแต แจ 1แแแ แฅแตแจ 30 แแแ แฅแแแญแฃแแ แฅแ แณแแ
3 แ แแแ แ แแฆแแต 12แ แฅแตแจ 32แตแจแต แฅแญแต แ แแฅแฐแ แ แฅแแ แฅแแแญแฃแแ
4 แจแฐแแซแฉ แฆแแถแฝ แ แแแแต แแฅแ
แแแแฝแ
แ1แ แฅแแต แฃแ แตแแญ แแแฐ แ แญแฅ
แ2 แ แณแณแชแแฝ แแแ แฎแญแป แฐแซ
แ3 แ แจแญ แคแ แชแณแ แแ แจแต แแข แแแแแ แแแซ
แฅแแ แ แแแแ แแฝแ แฅแแญแฃแแ
แ 4 แดแแต แแจแ แคแต แ แ แญแฃ แฃแซแฑแ แ แ แฃแซ
แแณแฐแฅแซ
แจแแแ แ แแแญ แจแแ แแจแต แซแณแฐแฆแต แฅแแ แฅแแแญแ แแแตแ แ แ แ แแซแตแกแต แแแญ แตแซแแ แญแฐแซแ แญแฐแแ
แตแแญ แแฅแญ
0912492727
0913061530
0923764834
แแแซแ แตแซ แแซแต แแ แธแญ แญแแ แแน แแแฝ
แแแต แฅแ แแฆแแต!
๐1
๐แแแแต- แฑแแณแแ!
๐ซ6,000 แจแ แญแถ แ แฐแญ แคแฐแฐแฆแฝ แจแแแฉแ แต แแแฐแญ!
-----------------------------------
Suลoszowa โ the Polish village where 6,000 people share the same road
In the heart of Poland, a few kilometers from Krakow, there is a village that looks like it came out of a rural painting: Suลoszowa. Here, all of its approximately 6,000 inhabitants live along a single main road, a detail that makes this locality unique and fascinating. Seen from above, the village offers an extraordinary spectacle: a long, perfectly linear central artery, flanked by neatly arranged houses, like pearls strung on a single thread.
@etconp
๐ซ6,000 แจแ แญแถ แ แฐแญ แคแฐแฐแฆแฝ แจแแแฉแ แต แแแฐแญ!
-----------------------------------
Suลoszowa โ the Polish village where 6,000 people share the same road
In the heart of Poland, a few kilometers from Krakow, there is a village that looks like it came out of a rural painting: Suลoszowa. Here, all of its approximately 6,000 inhabitants live along a single main road, a detail that makes this locality unique and fascinating. Seen from above, the village offers an extraordinary spectacle: a long, perfectly linear central artery, flanked by neatly arranged houses, like pearls strung on a single thread.
@etconp
โค12๐4๐1
๐What is the Earned Value Management in Construction Project Management โ
๐ทEarned Value Management (EVM) is a project management technique widely used in construction projects to measure and monitor project performance and progress. It integrates three critical components: scope, schedule, and cost, providing a comprehensive picture of how a project is performing compared to its baseline.
โญ๏ธ Key Components of EVM
๐ Planned Value (PV): Also known as Budgeted Cost of Work Scheduled (BCWS). This represents the budgeted cost of the work planned to be completed at a specific point in time.
๐ต Earned Value (EV): Also known as Budgeted Cost of Work Performed (BCWP). This represents the budgeted cost of the work that has actually been completed at a specific point in time.
๐ชฌ Actual Cost (AC): Also known as Actual Cost of Work Performed (ACWP). This is the actual cost incurred for the work completed at a specific point in time.
โญ๏ธ EVM Metrics
EVM generates key metrics to analyze project performance:
๐ฅ Schedule Variance (SV)
Formula: SV=EVโPV
Indicates whether the project is ahead of or behind schedule.
Positive SV: Ahead of schedule
Negative SV: Behind schedule
๐ฅ Cost Variance (CV)
Formula: CV=EVโAC
Indicates whether the project is under or over budget.
Positive CV: Under budget
Negative CV: Over budget
๐ฅ Schedule Performance Index (SPI)
Formula: SPI=EV/PV
Measures schedule efficiency (progress vs. plan).
SPI > 1: Ahead of schedule
SPI < 1: Behind schedule
๐ฅ Cost Performance Index (CPI)
Formula: CPI=EV/AC
Measures cost efficiency (value earned for money spent).
CPI > 1: Under budget
CPI < 1: Over budget
โญ๏ธ Benefits of EVM in Construction
1. Proactive Decision-Making: Identifies variances early, allowing corrective actions to keep the project on track.
2. Integrated Performance Tracking: Combines cost, schedule, and scope into a single framework.
3. Forecasting Capability: Predicts future project performance and costs based on current trends.
4. Improved Communication: Provides a clear, quantitative view of project progress for stakeholders.
@etconp
๐ทEarned Value Management (EVM) is a project management technique widely used in construction projects to measure and monitor project performance and progress. It integrates three critical components: scope, schedule, and cost, providing a comprehensive picture of how a project is performing compared to its baseline.
โญ๏ธ Key Components of EVM
๐ Planned Value (PV): Also known as Budgeted Cost of Work Scheduled (BCWS). This represents the budgeted cost of the work planned to be completed at a specific point in time.
๐ต Earned Value (EV): Also known as Budgeted Cost of Work Performed (BCWP). This represents the budgeted cost of the work that has actually been completed at a specific point in time.
๐ชฌ Actual Cost (AC): Also known as Actual Cost of Work Performed (ACWP). This is the actual cost incurred for the work completed at a specific point in time.
โญ๏ธ EVM Metrics
EVM generates key metrics to analyze project performance:
๐ฅ Schedule Variance (SV)
Formula: SV=EVโPV
Indicates whether the project is ahead of or behind schedule.
Positive SV: Ahead of schedule
Negative SV: Behind schedule
๐ฅ Cost Variance (CV)
Formula: CV=EVโAC
Indicates whether the project is under or over budget.
Positive CV: Under budget
Negative CV: Over budget
๐ฅ Schedule Performance Index (SPI)
Formula: SPI=EV/PV
Measures schedule efficiency (progress vs. plan).
SPI > 1: Ahead of schedule
SPI < 1: Behind schedule
๐ฅ Cost Performance Index (CPI)
Formula: CPI=EV/AC
Measures cost efficiency (value earned for money spent).
CPI > 1: Under budget
CPI < 1: Over budget
โญ๏ธ Benefits of EVM in Construction
1. Proactive Decision-Making: Identifies variances early, allowing corrective actions to keep the project on track.
2. Integrated Performance Tracking: Combines cost, schedule, and scope into a single framework.
3. Forecasting Capability: Predicts future project performance and costs based on current trends.
4. Improved Communication: Provides a clear, quantitative view of project progress for stakeholders.
@etconp
๐21
๐Design Concepts Of Road
๐งDesigning the thickness of each layer for a Double Bituminous Surface Treatment (DBST) road involves several steps.
โบThe design typically depends on factors like traffic load, subgrade soil conditions, climate, and expected lifespan. Here's a general guideline:
โญ๏ธ1. Traffic Analysis
Determine the types and volumes of vehicles expected.
Calculate the equivalent single axle loads (ESALs) for design life.
โญ๏ธ2. Subgrade Evaluation
Conduct soil tests (CBR, Plate Load Test, etc.) to determine subgrade strength.
Subgrade preparation: Ensure proper compaction and drainage.
โญ๏ธ3. Layer Design
Subgrade (Natural Soil)
Ensure a minimum CBR of 8-10% for light traffic and higher for heavy traffic.
Sub-base Layer
Material: Granular material or crushed stone.
Thickness: Typically 150-250 mm, depending on subgrade strength and traffic load.
Base Layer
Material: Crushed stone or stabilized material.
Thickness: 100-200 mm, depending on traffic requirements.
DBST Layer
First coat: Apply bitumen (1-1.5 liters/mยฒ) + 10 mm aggregate.
Second coat: Apply bitumen (0.8-1.2 liters/mยฒ) + 6-10 mm aggregate.
Total thickness: Typically 20-30 mm.
โญ๏ธ4. Drainage Considerations
Provide adequate surface and sub-surface drainage.
Use side drains and culverts as needed.
โญ๏ธ5. Design Example
For a DBST road with moderate traffic:
Sub-base: 200 mm
Base: 150 mm
DBST Surface: 25 mm
โญ๏ธ6. Final Design
The final design should comply with local standards and guidelines, such as those from the Ministry of Public Works and Transport in The country or AASHTO standards.
@etconp
๐งDesigning the thickness of each layer for a Double Bituminous Surface Treatment (DBST) road involves several steps.
โบThe design typically depends on factors like traffic load, subgrade soil conditions, climate, and expected lifespan. Here's a general guideline:
โญ๏ธ1. Traffic Analysis
Determine the types and volumes of vehicles expected.
Calculate the equivalent single axle loads (ESALs) for design life.
โญ๏ธ2. Subgrade Evaluation
Conduct soil tests (CBR, Plate Load Test, etc.) to determine subgrade strength.
Subgrade preparation: Ensure proper compaction and drainage.
โญ๏ธ3. Layer Design
Subgrade (Natural Soil)
Ensure a minimum CBR of 8-10% for light traffic and higher for heavy traffic.
Sub-base Layer
Material: Granular material or crushed stone.
Thickness: Typically 150-250 mm, depending on subgrade strength and traffic load.
Base Layer
Material: Crushed stone or stabilized material.
Thickness: 100-200 mm, depending on traffic requirements.
DBST Layer
First coat: Apply bitumen (1-1.5 liters/mยฒ) + 10 mm aggregate.
Second coat: Apply bitumen (0.8-1.2 liters/mยฒ) + 6-10 mm aggregate.
Total thickness: Typically 20-30 mm.
โญ๏ธ4. Drainage Considerations
Provide adequate surface and sub-surface drainage.
Use side drains and culverts as needed.
โญ๏ธ5. Design Example
For a DBST road with moderate traffic:
Sub-base: 200 mm
Base: 150 mm
DBST Surface: 25 mm
โญ๏ธ6. Final Design
The final design should comply with local standards and guidelines, such as those from the Ministry of Public Works and Transport in The country or AASHTO standards.
@etconp
๐10โค1
๐แแตแฎแญ แ แแแณ 2.6 แขแแฎแ แฅแญ แแช 'แแญ แแญแแต แฃแญ แธแซแฐแ แแแณโ แชแแญแฑ แแแแฃ แแ
๐ซแแตแฎแญ แขแแจแตแตแแแต แแฉแ แ แแแณ แแชแแญแต แแแฃแณ แจแแ แจแต แตแแแญ แ แตแแแงแแข
๐ทโแแญ แแญแแต แฃแญ แธแซแฐแ แแแณโ แจแแ แตแซแ แซแแ แชแแญแฑ แ 21 แบแ แซแฌ แแตแญ แแฌแต แแญ แจแแซแญแ แฒแแแค แฅแตแจ 2.6 แขแแฎแ แฅแญ แแช แฅแแฐแแฐแจแแ แต แณแแแแข
โบแจแฐแแซแฉ แฐแจแแธแแ แจแ แ แ แ แแแแแถแฝแ แจแแซแแญแ แแ แชแแญแต แ แ แแแญ แจแแแฃแณ แฅแซ แ 2 แแแต แแ แแฐแฅ แแแ แแแ แณแ แทแแข
โบแ แแก แจแแแ แชแแญแฑ แตแแแ แแแซแ แฅแ แแแ แ แแแ แแแถแฝแ แ แฅแแต แจแแตแฐแแต แ แ แ แแฎแต แจแแแแฃ แฒแแแค แแแดแ แฅแ แฑแชแแ แขแแฑแตแตแชแ แฐแจแแช แ แ แ แฅแแฐแแแ แฐแแแฟแแข
โบแชแแญแฑ แ แแแฃแณ แแฐแต แ500 แฐแแฝ แฅแแฒแแ แฐแ แแ แแฐแตแซ แฒแแฃ แจ350 แ แแญ แแแแ แแแฝ แแ แจแฅแซ แแตแ แญแแฅแซแ แฐแฅแ แญแ แ แแแข
@etconp
๐ซแแตแฎแญ แขแแจแตแตแแแต แแฉแ แ แแแณ แแชแแญแต แแแฃแณ แจแแ แจแต แตแแแญ แ แตแแแงแแข
๐ทโแแญ แแญแแต แฃแญ แธแซแฐแ แแแณโ แจแแ แตแซแ แซแแ แชแแญแฑ แ 21 แบแ แซแฌ แแตแญ แแฌแต แแญ แจแแซแญแ แฒแแแค แฅแตแจ 2.6 แขแแฎแ แฅแญ แแช แฅแแฐแแฐแจแแ แต แณแแแแข
โบแจแฐแแซแฉ แฐแจแแธแแ แจแ แ แ แ แแแแแถแฝแ แจแแซแแญแ แแ แชแแญแต แ แ แแแญ แจแแแฃแณ แฅแซ แ 2 แแแต แแ แแฐแฅ แแแ แแแ แณแ แทแแข
โบแ แแก แจแแแ แชแแญแฑ แตแแแ แแแซแ แฅแ แแแ แ แแแ แแแถแฝแ แ แฅแแต แจแแตแฐแแต แ แ แ แแฎแต แจแแแแฃ แฒแแแค แแแดแ แฅแ แฑแชแแ แขแแฑแตแตแชแ แฐแจแแช แ แ แ แฅแแฐแแแ แฐแแแฟแแข
โบแชแแญแฑ แ แแแฃแณ แแฐแต แ500 แฐแแฝ แฅแแฒแแ แฐแ แแ แแฐแตแซ แฒแแฃ แจ350 แ แแญ แแแแ แแแฝ แแ แจแฅแซ แแตแ แญแแฅแซแ แฐแฅแ แญแ แ แแแข
@etconp
๐13โค1