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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‘‰แ‰ แ‹Žแˆ‹แ‹ญแ‰ณ แˆถแ‹ถ 12.3 แŠช.แˆœ แˆ˜แŠ•แŒˆแ‹ต แ‰ 2.6 แ‰ขแˆŠแ‹จแŠ• แ‰ฅแˆญ แŠฅแ‹จแ‰ฐแŒˆแАแ‰ฃ แАแ‹

๐Ÿšงแ‰ แ‹ฐแ‰กแ‰ฅ แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠญแˆแˆ แ‰ แ‹Žแˆ‹แ‹ญแ‰ณ แ‹žแŠ• แ‹จแˆšแŒˆแŠ˜แ‹ แ‹จแ‹Žแˆ‹แ‹ญแ‰ณ แˆถแ‹ถ แŠจแ‰ฐแˆ› แˆ˜แŠ•แŒˆแ‹ต แŒแŠ•แ‰ฃแ‰ณ แ•แˆฎแŒ€แŠญแ‰ตแŠ• แ‰ แ‰ฐแ‹ซแ‹˜แˆˆแ‰ต แŒŠแ‹œ แˆˆแˆ›แŒ แŠ“แ‰€แ‰… แŠฅแ‹จแ‰ฐแˆ แˆซ แ‹ญแŒˆแŠ›แˆแข

โบแ‹จแŠจแ‰ฐแˆ› แˆ˜แŠ•แŒˆแ‹ฑ 12.39 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹จแˆšแˆธแแŠ• แˆฒแˆ†แŠ•แฃ แ‹จแˆ˜แŠ•แŒˆแ‹ต แŒแŠ•แ‰ฃแ‰ณ แ•แˆฎแŒ€แŠญแ‰ฑ แ‰ แˆแˆˆแ‰ต แˆŽแ‰ต แ‰ฐแŠจแแˆŽ แŠฅแ‹จแ‰ฐแˆ แˆซ แ‹ญแŒˆแŠ›แˆแข

โบแˆŽแ‰ต 1 แŠจแˆŒแ‹Š แŠฅแˆตแŠจ แˆถแ‹ถ แŒแ‰ฅแˆญแŠ“ แŠฎแˆŒแŒ… 7.14 แŠชแˆŽ แˆœแ‰ตแˆญ แˆฒแˆ†แŠ•แฃ แˆŽแ‰ต 2 แŠจแŒฆแŠ“ แŠ แ‹ฐแ‰ฃแ‰ฃแ‹ญ แŠฅแˆตแŠจ แŠ แˆจแŠซ แˆ˜แ‹แŒซ แˆ˜แŒˆแŠ•แŒ แ‹ซ แ‹ตแˆจแˆต 6.3 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹จแˆšแ‹˜แˆแ‰… แАแ‹แข

๐Ÿ’ซแŒแŠ•แ‰ฃแ‰ณแ‹แŠ• แˆˆแˆ›แŠจแŠ“แ‹ˆแŠ• แˆ˜แŠ•แŒแˆฅแ‰ต แŠจ2.6 แ‰ขแˆŠแ‹ฎแŠ• แ‰ฅแˆญ แ‰ แˆ‹แ‹ญ แˆแˆฐแˆต แŠ แ‹ตแˆญแŒ“แˆแข

โญ๏ธแŒแŠ•แ‰ฃแ‰ณแ‹แŠ• แ‰ฐแˆจแŠญแ‰ฆ แŠฅแ‹ซแŠจแŠ“แ‹ˆแА แ‹จแˆšแŒˆแŠ˜แ‹ แŠ แˆˆแˆ›แ‰€แ‰ แ‰ปแ‹ญแŠ“ แˆแˆญแˆตแ‰ต แˆƒแ‹ญแ‹Œ แŠขแŠ•แŒ‚แАแˆชแŠ•แŒ แАแ‹แข

โบแŒแŠ•แ‰ฃแ‰ณแ‹แŠ• แ‰ 2018 แ‹“.แˆ แˆ™แˆ‰ แ‰ แˆ™แˆ‰ แˆˆแˆ›แŒ แŠ“แ‰€แ‰… แ‹•แ‰…แ‹ต แ‰ฐแ‹ญแ‹ž แŠฅแ‹จแ‰ฐแˆ แˆซ แ‹ญแŒˆแŠ›แˆแข

๐ŸŽฒแŒ‚.แŠคแŠ•.แ‹‹แ‹ญ แˆแˆ…แŠ•แ‹ตแˆตแŠ“ แŠ แˆ›แŠซแˆช แŠจแ‹ฐแ‹ˆแˆ แŠ แˆ›แŠซแˆช แˆ˜แˆƒแŠ•แ‹ฒแˆถแ‰ฝ แŒ‹แˆญ แ‰ แŒฃแˆแˆซ แ‰ แˆ˜แˆ†แŠ• แ‹จแˆ›แˆ›แŠจแˆญ แŠฅแŠ“ แ‹จแ‰แŒฅแŒฅแˆญ แˆฅแˆซแ‹แŠ• แŠฅแ‹ซแŠจแŠ“แ‹ˆแŠ‘ แ‹ญแŒˆแŠ›แˆ‰แข

โบแˆ˜แŠ•แŒˆแ‹ฑ แ‹จแŠฅแŒแˆจแŠ› แŠฅแŠ“ แ‹จแˆ˜แŠ•แŒˆแ‹ต แŠ แŠซแ‹แ‹ญแŠ• แŒจแˆแˆฎ แ‰ แŠจแ‰ฐแˆ› 34 แŠฅแŠ“ 21.5 แˆฒแˆ†แŠ• แ‰ แŒˆแŒ แˆญ แŠจแ‰ฐแˆ› 13.6 แˆœแ‰ตแˆญ แ‹จแŒŽแŠ• แˆตแ‹แ‰ต แŠฅแŠ•แ‹ฒแŠ–แˆจแ‹ แ‰ฐแ‹ฐแˆญแŒŽ แ‰ แˆ˜แŒˆแŠ•แ‰ฃแ‰ต แˆ‹แ‹ญ แАแ‹แข

๐ŸšงแŠ แˆแŠ• แˆ‹แ‹ญ แ‹จแŠ แˆแˆญ แ‰†แˆจแŒฃแŠ“ แˆ™แˆŒแ‰ตแฃ แ‹จแ‹แˆƒ แ‰ฑแ‰ฆ แ‰€แ‰ แˆซแฃ แ‹จแ‹ตแŒ‹แ แŒแŠ•แ‰ฅแŠ“ แŠ แˆญแˆ›แ‰ณแฃ แ‹จแ‰ฑแ‰ฆ แˆ›แˆแˆจแ‰ต แˆฅแˆซแŠ“ แ‰คแ‹ แŠฎแˆญแˆต แˆฅแˆซแ‹Žแ‰ฝ แ‰ฐแˆ แˆญแ‰ฐแ‹‹แˆ

โ‡๏ธแŠ แŒ แ‰ƒแˆ‹แ‹ญ แŠ แˆแƒแ€แˆ™ 15 แ‰ แˆ˜แ‰ถ แ‹ฐแˆญแˆทแˆแข

Via ERA

@etconp
๐Ÿ‘8โค2
๐Ÿ‘‰Lets See those Points

๐Ÿ”นPayment Process

โ–ช๏ธInterim Payments: Made at specified intervals (e.g., monthly) based on work completed.
โ–ช๏ธFinal Payment: Made after completion, testing, and acceptance of works.
โ–ช๏ธRetention Money: A percentage withheld from interim payments, released upon completion.

๐Ÿ”นPayment Certificates

โ–ช๏ธEngineer's Certificate: Confirms work completion and authorizes payment.
โ–ช๏ธPayment Certificate: Issued by Employer/Engineer, detailing payment amounts.

๐Ÿ”นPayment Timeline

โ–ช๏ธPayment Due Date: 42 days after payment certificate issuance (FIDIC Red Book).
โ–ช๏ธPayment Period: Varies depending on contract terms.

๐Ÿ”นPayment Terms

โ–ช๏ธLump Sum: Single payment for entire project.
โ–ช๏ธMeasurement-Based: Payments based on measured work.
โ–ช๏ธTime-Based: Payments based on time spent.

๐Ÿ”นPayment Security

โ–ช๏ธAdvance Payment Guarantee: Secures advance payments.
โ–ช๏ธPerformance Guarantee: Ensures project completion.
โ–ช๏ธPayment Guarantee: Ensures payment to subcontractors.

๐Ÿ”นDispute Resolution

โ–ช๏ธDispute Adjudication Board (DAB): Resolves disputes.
โ–ช๏ธArbitration: Final dispute resolution.

๐Ÿ”นFIDIC Contract Types

โ–ช๏ธRed Book: Construction contract.
โ–ช๏ธYellow Book: Plant and design-build contract.
โ–ช๏ธSilver Book: EPC/Turnkey projects.
โ–ช๏ธGold Book: Design-build-operate projects.

@etconp
๐Ÿ‘28
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
๐Ÿ‘11๐Ÿ‘1
๐Ÿ‘7
๐Ÿ‘‰แˆฐแˆ‹แˆ แ‹แ‹ต แ‰คแ‰ฐแˆฐแ‰ฆแ‰ปแ‰ฝแŠ• แŠฃแ‹ฒแˆต แ‹จ ETABS แ‰  แŠฃแˆ›แˆญแŠ› แ‰ฒแ‰ถแˆญแ‹ซแˆ แŠจ introduction แŒ€แˆแˆฎ Analysis แŠฅแŠ“ Design แŠฃแŠซแ‰ฐแŠ• แˆแˆญแŒฅ แ‰ชแ‹ตแ‹ฎ แŠฅแ‹จแˆˆแ‰€แ‰…แŠ• แŠฅแŠ•แ‹ฐแˆแŠ•แŒˆแŠ แ‹ญแ‰ณแ‹ˆแ‰ƒแˆแข

๐ŸซตแŠฅแŠ•แˆ† แ‹จแˆ˜แŒจแˆจแˆป แŠญแแˆ 5 ๐Ÿ‘‡

https://youtu.be/tQcOm-jzqxQ
๐Ÿ‘8โค2๐Ÿ‘2
๐Ÿ‘‰แŠ แˆแŠ“แ‹Š แŠชแАแˆ…แŠ•แŒป

๐Ÿ’ซแ‹จแŠ แ‹จแˆญ แˆ‹แ‹ญ แˆแˆตแˆ

โญ๏ธแ‰…แ‹ฑแˆต แŒˆแ‰ฅแˆญแŠคแˆ แ‰คแ‰ฐแŠญแˆญแˆตแ‰ตแ‹ซแŠ• แˆ˜แ‰แˆˆ

Via แˆ•แˆŠแŠ“ แ‰ณแˆแˆฐ

@etconp
โค17๐Ÿ‘8
๐Ÿ‘‰Flexural strength and compressive strength Of Concrete

๐ŸทThey are two key mechanical properties of concrete, each describing how the material behaves under different types of stress.

โญ๏ธ1. 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๏ธ2. 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.

๐Ÿ“œKey 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.

๐Ÿ”ฐUnderstanding both properties is essential for designing concrete structures that are safe and durable under the expected loading conditions.

@etconp
๐Ÿ‘23โค2
๐Ÿ‘‰TYPES OF SOIL

๐Ÿ’ซSoil is a crucial component in construction, road building, and other engineering projects.

๐ŸšงDifferent types of soil have varying properties that make them suitable or unsuitable for specific applications.

โบBelow is a description of the types of soil commonly used in construction, road building, and other structures:

โญ๏ธ1. 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๏ธ2. 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๏ธ3. 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๏ธ4. 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๏ธ5. 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๏ธ7. 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๏ธ8. 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๏ธ9. 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๏ธ10. 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 ๐Ÿ‘‡
๐Ÿ‘19โค4๐ŸŽ‰1
๐ŸŒŸKey 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.

๐Ÿ“œBy understanding the properties of different soils, engineers can select the appropriate type for construction, road building, and other projects.

@etconp
๐Ÿ‘20โค4
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Suล‚oszowa 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: Suล‚oszowa. 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.

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โค12๐Ÿ‘4๐ŸŽ‰1
๐Ÿ‘‰What is the Earned Value Management in Construction Project Management โ“

๐ŸทEarned 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

๐Ÿ“– 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.

๐Ÿ’ต 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.

๐Ÿชฌ 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:

๐Ÿ”ฅ Schedule Variance (SV)
Formula: SV=EVโˆ’PV
Indicates whether the project is ahead of or behind schedule.
Positive SV: Ahead of schedule
Negative SV: Behind schedule

๐Ÿ”ฅ Cost Variance (CV)
Formula: CV=EVโˆ’AC
Indicates whether the project is under or over budget.
Positive CV: Under budget
Negative CV: Over budget

๐Ÿ”ฅ Schedule Performance Index (SPI)
Formula: SPI=EV/PV
Measures schedule efficiency (progress vs. plan).
SPI > 1: Ahead of schedule
SPI < 1: Behind schedule

๐Ÿ”ฅ 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.

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๐Ÿ‘‰Design Concepts Of Road

๐ŸšงDesigning the thickness of each layer for a Double Bituminous Surface Treatment (DBST) road involves several steps.

โบThe design typically depends on factors like traffic load, subgrade soil conditions, climate, and expected lifespan. Here's a general guideline:

โญ๏ธ1. Traffic Analysis

Determine the types and volumes of vehicles expected.
Calculate the equivalent single axle loads (ESALs) for design life.

โญ๏ธ2. Subgrade Evaluation

Conduct soil tests (CBR, Plate Load Test, etc.) to determine subgrade strength.

Subgrade preparation: Ensure proper compaction and drainage.

โญ๏ธ3. 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๏ธ4. Drainage Considerations

Provide adequate surface and sub-surface drainage.
Use side drains and culverts as needed.

โญ๏ธ5. Design Example

For a DBST road with moderate traffic:

Sub-base: 200 mm

Base: 150 mm

DBST Surface: 25 mm

โญ๏ธ6. 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.

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๐Ÿ‘10โค1
๐Ÿ‘‰แˆšแ‹ตแˆฎแŠญ แ‰ แˆƒแ‹‹แˆณ 2.6 แ‰ขแˆŠแ‹ฎแŠ• แ‰ฅแˆญ แ‹ˆแŒช 'แŽแˆญ แ–แ‹ญแŠ•แ‰ต แ‰ฃแ‹ญ แˆธแˆซแ‰ฐแŠ• แˆแ‹‹แˆณโ€™ แˆชแ‹žแˆญแ‰ฑ แˆŠแŒˆแАแ‰ฃ แАแ‹

๐Ÿ’ซแˆšแ‹ตแˆฎแŠญ แŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แŒแˆฉแ• แ‰ แˆแ‹‹แˆณ แˆˆแˆชแ‹žแˆญแ‰ต แŒแŠ•แ‰ฃแ‰ณ แ‹จแˆ˜แˆ แˆจแ‰ต แ‹ตแŠ•แŒ‹แ‹ญ แŠ แˆตแ‰€แˆแŒงแˆแข

๐Ÿทโ€˜แŽแˆญ แ–แ‹ญแŠ•แ‰ต แ‰ฃแ‹ญ แˆธแˆซแ‰ฐแŠ• แˆแ‹‹แˆณโ€™ แ‹จแˆšแˆ แˆตแ‹ซแˆœ แ‹ซแˆˆแ‹ แˆชแ‹žแˆญแ‰ฑ แ‰ 21 แˆบแˆ… แŠซแˆฌ แˆœแ‰ตแˆญ แˆ˜แˆฌแ‰ต แˆ‹แ‹ญ แ‹จแˆšแ‹ซแˆญแ แˆฒแˆ†แŠ•แค แŠฅแˆตแŠจ 2.6 แ‰ขแˆŠแ‹ฎแŠ• แ‰ฅแˆญ แ‹ˆแŒช แŠฅแŠ•แ‹ฐแˆšแ‹ฐแˆจแŒแ‰ แ‰ต แ‰ณแ‹แ‰‹แˆแข

โบแ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แ‹ฐแˆจแŒƒแ‰ธแ‹แŠ• แ‹จแŒ แ‰ แ‰ แŠ แŒˆแˆแŒแˆŽแ‰ถแ‰ฝแŠ• แ‹จแˆšแ‹ซแ‰€แˆญแ‰ แ‹แŠ• แˆชแ‹žแˆญแ‰ต แŠ แŒ แ‰ƒแˆ‹แ‹ญ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆฅแˆซ แ‰ 2 แ‹“แˆ˜แ‰ต แŒŠแ‹œ แ‹แˆฐแŒฅ แˆˆแˆ›แŒ แŠ“แ‰€แ‰… แ‰ณแ‰…แ‹ทแˆแข

โบแ‰…แŠ•แŒก แ‹จแˆ†แАแ‹ แˆชแ‹žแˆญแ‰ฑ แ‰ตแˆแˆแ‰… แˆ€แŒˆแˆซแ‹Š แŠฅแŠ“ แ‹“แˆˆแˆ แŠ แ‰€แ‹แ‹Š แˆแАแ‰ถแ‰ฝแŠ• แ‰ แ‰ฅแ‰ƒแ‰ต แ‹จแˆ›แˆตแ‰ฐแŠ“แ‹ต แŠ แ‰…แˆ แŠ–แˆฎแ‰ต แ‹จแˆšแŒˆแАแ‰ฃ แˆฒแˆ†แŠ•แค แˆˆแˆ†แ‰ดแˆ แŠฅแŠ“ แ‰ฑแˆชแ‹แˆ แŠขแŠ•แ‹ฑแˆตแ‰ตแˆชแ‹ แ‰ฐแŒจแˆ›แˆช แŠ แ‰…แˆ แŠฅแŠ•แ‹ฐแˆšแˆ†แŠ• แ‰ฐแŒˆแˆแŒฟแˆแข

โบแˆชแ‹žแˆญแ‰ฑ แ‰ แŒแŠ•แ‰ฃแ‰ณ แˆ‚แ‹ฐแ‰ต แˆˆ500 แˆฐแ‹Žแ‰ฝ แŠฅแŠ•แ‹ฒแˆแˆ แ‰ฐแŒ แŠ“แ‰† แ‹ˆแ‹ฐแˆตแˆซ แˆฒแŒˆแ‰ฃ แŠจ350 แ‰ แˆ‹แ‹ญ แˆˆแˆšแˆ†แŠ‘ แ‹œแŒŽแ‰ฝ แ‰‹แˆš แ‹จแˆฅแˆซ แ‹•แ‹ตแˆ แ‹ญแˆแŒฅแˆซแˆ แ‰ฐแ‰ฅแˆŽ แ‹ญแŒ แ‰ แ‰ƒแˆแข

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๐Ÿ‘13โค1