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๐Ÿ—๏ธHOW CONCRETE MIX PROPORTIONS AFFECT CONCRETE STRENGTH

โฌ†๏ธThe quality, durability and strength of concrete depend heavily on proper mix proportions, water-cement ratio, material quality and construction practices.

๐Ÿ”†Understanding the difference between a weak mix, an improper mix and a properly designed concrete mix is essential for every civil engineer and construction professional.

๐Ÿ—‚1. Weak Mix โ€“ Incorrect Proportion

A cement-to-sand ratio of 1:9 is not a standard structural concrete mix.

Without sufficient coarse aggregate and proper proportioning, the resulting material cannot be considered structural concrete.

๐Ÿ”†Possible problems:

- Low compressive strength.
- Poor bonding and durability.
- Increased permeability.
- Higher risk of material deterioration.

๐Ÿšฅ2. Cracked Concrete โ€“ Improper Mix

A 1:4 cement-to-sand ratio is generally associated with mortar, not conventional structural concrete.

Cracking may occur due to several factors, including:

- Excessive water content.
- Improper curing.
- Plastic and drying shrinkage.
- Poor workmanship.
- Inadequate reinforcement detailing.
- Settlement and structural loading.

๐Ÿšฅ3. Strong Concrete โ€“ Proper Mix Design

A nominal concrete mix of 1:2:3 represents:

- 1 part Cement
- 2 parts Fine Aggregate (Sand)
- 3 parts Coarse Aggregate (Gravel)
- Water added according to the required water-cement ratio.

However, this is a nominal volumetric proportion, not a universal guarantee of structural strength. Structural concrete should be designed according to the required grade, exposure conditions, material properties and applicable design standards.

๐Ÿ›Important Engineering Notes

1. Never add excessive water just to improve workability.
2. Maintain the specified water-cement ratio.
3. Use clean, properly graded aggregates.
4. Ensure adequate compaction to eliminate entrapped air.
5. Provide proper curing to support cement hydration.
6. Follow an approved concrete mix design for structural members.

๐ŸŒŸRemember: Strong concrete is not simply about adding more cement.

It is about achieving the correct proportions, water-cement ratio, compaction and curing.

Technical correction: The image is useful as a visual comparison, but the 1:9 and 1:4 examples should not be labelled simply as weak and cracked concrete.

They are cement-sand mortar proportions. A 1:2:3 mix is also not automatically suitable for every structural application.

๐Ÿ—๏ธแˆแˆญแŒฅ แ‹จ Concrete Mix Design & Quality Tests แ‹จแ‹ซแ‹˜ แˆˆ
โœ… แˆˆSite & Laboratory แˆตแˆซ แ‰ฐแˆตแˆ›แˆš
โœ… Fully Editable Excel Files
โœ… Absolute Volume Method
โœ… Aggregate & Impact Value Tests แ‹ซแŠจแ‰ฐแ‰ฐ แˆแˆญแŒฅ แ‹แ‹ญแˆ แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แ‹ซแ‹แˆญแ‹ฑแ‰ต๐Ÿ‘‡

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โค5๐Ÿฅฐ1
๐Ÿ— Construction Supervision Forms & Checklists

๐ŸŒŸแˆ™แˆ‰ แ‹จ Construction Supervision แˆตแˆซแ‹ŽแŠ• แ‰ แ‰€แˆ‹แˆ‰ แˆˆแˆ›แ‹ฐแˆซแŒ€แ‰ต Formsแฃ Checklistsแฃ Excel Registers แŠฅแŠ“ Reports แ‰ แŠ แŠ•แ‹ต แˆ™แˆ‰ แŠชแ‰ต

๐Ÿ“ฆ แ‰ แ‹แˆตแŒก แ‹จแˆšแ‹ซแŒˆแŠ™แ‰ต

โœ… 2 Excel Workbooks (Sample + Blank)แฃ 38 Sheets
โœ… 81 Inspection Checklists
โœ… 38 Professional Word Forms
โœ… 18 แ‹จแ‰ฐแˆžแˆ‰ แˆแˆณแˆŒ แˆฐแАแ‹ถแ‰ฝ
โœ… 343 Realistic Sample Records
โœ… Project Dashboard + Charts (แ‰ แˆซแˆต-แˆฐแˆญ แ‹ญแ‹˜แˆแŠ“แˆ)
โœ… 26 แŒˆแŒฝ User Manual

๐ŸŒŸแ‹ญแˆ… แ‹ตแŠ•แ‰… แ‹แ‹ญแˆŽแ‰ฝ แ‹จแ‹ซแ‹˜ แˆฒแˆตแ‰ฐแˆ แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แ‹ซแ‹แˆญแ‹ฑแ‰ต๐Ÿ‘‡

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โค3
๐Ÿ‘‰แ‹จแˆ˜แŠ•แŒˆแ‹ต แˆตแˆซ BOQ แ‹ญแˆแˆแŒ‹แˆ‰?

๐ŸŒŸแˆˆแˆ˜แŠ•แŒˆแ‹ต แˆตแˆซ แŒจแˆจแ‰ณ แˆตแ‰ตแˆžแˆ‰ แ‹แˆญแ‹แˆญ แˆตแˆซ แŠฅแŠ“ แ‹‹แŒ‹ แ‹ซแ‰€แˆแˆ‹แ‰นแ‹‹แˆ แŠจแ‹šแˆ… แ‰ แ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แŒˆแ‰ฅแ‰ฐแ‹ แ‹ซแ‹แˆญแ‹ฑแ‰ต๐Ÿ‘‡

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โค3๐Ÿ‘2
๐Ÿ—๏ธ แ‹จแˆ˜แŠ•แŒˆแ‹ต แŒแŠ•แ‰ฃแ‰ณ แˆ‹แ‹ญ แ‹ญแˆ… แ‹จแŠฎแŠ•แŠญแˆชแ‰ต แˆ˜แ‹‹แ‰…แˆญ แˆแŠ• แŒฅแ‰…แˆ แŠฅแŠ•แ‹ณแˆˆแ‹ แ‹ซแ‹แ‰ƒแˆ‰? ๐Ÿค”

แ‰ แˆแˆตแˆ‰ แˆ‹แ‹ญ แ‹จแˆแŠ“แ‹จแ‹ Culvert Outlet Structure แ‹ˆแ‹ญแˆ แ‹จแ‹แˆƒ แˆ›แˆตแ‹ˆแŒซ แˆ˜แ‹‹แ‰…แˆญ แАแ‹แข แ‹ญแˆ… แˆ˜แ‹‹แ‰…แˆญ แ‰ แˆ˜แŠ•แŒˆแ‹ต แˆตแˆญ แ‹จแˆšแ‹ซแˆแˆแ‹แŠ• แ‹จแ‹แŠ“แ‰ฅ แ‹แˆƒ แ‰ แ‰ฐแ‰†แŒฃแŒ แˆจ แˆ˜แŠ•แŒˆแ‹ต แ‹ˆแ‹ฐ แ‹แŒญ แŠฅแŠ•แ‹ฒแ‹ˆแŒฃ แ‹ซแŒแ‹›แˆแข

แ‰ แ‹šแˆ… แ‹แˆตแŒฅ แ‹จแˆšแ‰ณแ‹ฉแ‰ต แ‹‹แŠ“ แ‹‹แŠ“ แŠญแแˆŽแ‰ฝแฆ

๐Ÿ”น Headwall: แ‹จแ‹แˆƒ แˆ˜แ‹แŒซแ‹แŠ• แ‹จแˆšแ‹ฐแŒแแŠ“ แ‹จแŠ แˆแˆญ แˆ˜แŠ•แˆธแˆซแ‰ฐแ‰ตแŠ• แ‹จแˆšแ‰†แŒฃแŒ แˆญ แˆ˜แ‹‹แ‰…แˆญแข

๐Ÿ”น Wing Walls: แ‹แˆƒแ‹แŠ• แ‹ˆแ‹ฐ แ‰ฐแˆแˆˆแŒˆแ‹ แŠ แ‰…แŒฃแŒซ แˆˆแˆ˜แˆแˆซแ‰ตแŠ“ แ‹จแŒŽแŠ• แŠ แˆแˆญแŠ• แˆˆแˆ˜แ‹ฐแŒˆแ แ‹ซแŒˆแˆˆแŒแˆ‹แˆ‰แข

๐Ÿ”น Concrete Apron: แ‹จแ‹แˆƒ แแˆฐแ‰ต แ‹จแˆ˜แˆฌแ‰ตแŠ• แŠญแแˆ แŠฅแŠ•แ‹ณแ‹ซแˆแˆญแˆต แ‹จแˆšแˆจแ‹ณ แ‹จแŠฎแŠ•แŠญแˆชแ‰ต แˆ˜แŠจแˆ‹แŠจแ‹ซ แ‹ˆแˆˆแˆ แАแ‹แข

๐Ÿ”น Riprap Protection: แ‰ แ‰ตแˆ‹แˆแ‰… แ‹ตแŠ•แŒ‹แ‹ฎแ‰ฝ แŠ แˆ›แŠซแŠแАแ‰ต แ‹จแ‹แˆƒ แแˆฐแ‰ต แŠƒแ‹ญแˆแŠ• แ‰ แˆ˜แ‰€แАแˆต แ‹จแŠ แˆแˆญ แˆ˜แˆธแˆญแˆธแˆญแŠ• (Erosion) แ‹ญแŠจแˆ‹แŠจแˆ‹แˆแข

๐Ÿ’ก แ‹จแˆณแ‹ญแ‰ต แ‰ตแˆแˆ…แˆญแ‰ตแฆ แŒฅแˆฉ แ‹จแˆ˜แŠ•แŒˆแ‹ต แŒแŠ•แ‰ฃแ‰ณ แˆ›แˆˆแ‰ต แˆ˜แŠ•แŒˆแ‹ฑแŠ• แˆ˜แˆตแˆซแ‰ต แ‰ฅแ‰ป แŠ แ‹ญแ‹ฐแˆˆแˆแค แ‹จแ‹แˆƒ แแˆฐแ‰ตแŠ• แ‰ แ‰ตแŠญแŠญแˆ แˆ˜แ‰†แŒฃแŒ แˆญแˆ แ‹จแˆ˜แŠ•แŒˆแ‹ฑแŠ• แ‹•แ‹ตแˆœ แˆˆแˆ›แˆซแ‹˜แˆ แŠฅแŒ…แŒ แŠ แˆตแˆแˆ‹แŒŠ แАแ‹แข

๐Ÿ’ฌ แŒฅแ‹ซแ‰„แฆ แ‰ แ‹šแˆ… แˆ˜แ‹‹แ‰…แˆญ แ‹แˆตแŒฅ แŠจHeadwallแฃ Wing Wall แŠฅแŠ“ Concrete Apron แ‹จแ‰ตแŠ›แ‹ แ‹จแ‰ แˆˆแŒ  แŠ แˆตแˆแˆ‹แŒŠ แАแ‹ แ‰ฅแˆˆแ‹ แ‹ซแˆตแ‰ฃแˆ‰?

โ€‹โ€‹๐ŸŒแˆˆแ‰ฐแŒจแˆ›แˆช แˆ˜แˆจแŒƒ แŠฅแŠ“ แˆŒแˆŽแ‰ฝ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹˜แˆญแ แ‹œแŠ“แ‹Žแ‰ฝ แ‹จ YouTube แŒˆแƒแ‰ฝแŠ• แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แ‰ แˆ˜แŒแ‰ฃแ‰ต SubScribe แŠ แˆญแŒˆแ‹ แ‰คแ‰ฐแˆฐแ‰ฅ แ‹ญแˆแŠ‘๐Ÿ‘‡

https://youtube.com/@ethiopianconstruction7?si=ils307xXQQpIdCwG
‎
‎@etconp
โค1๐Ÿ‘1
๐Ÿข PUNCHING SHEAR IN FLAT SLABS โ€” AN IMPORTANT DESIGN CHECK

Punching shear is a concentrated shear failure mechanism that can occur around a column or another concentrated load applied to a slab or footing.

It is particularly important in flat slabs and isolated footings.

๐Ÿ”น Why Does It Occur?

Concentrated loads create high local shear stresses around the loaded area. If the design resistance is insufficient, a punching-type failure may develop.

๐Ÿ”น Where Is Punching Shear Checked?

๐Ÿข Around columns supporting flat slabs.

๐Ÿ—๏ธ Around concentrated loads on slabs.

๐Ÿงฑ Around columns or loaded areas in footing design.

๐Ÿ”น What Influences Punching Shear Resistance?

๐Ÿ“Œ Concrete properties.

๐Ÿ“Œ Slab or footing thickness.

๐Ÿ“Œ Column or loaded-area dimensions.

๐Ÿ“Œ Applied shear force and moment transfer.

๐Ÿ“Œ Reinforcement and any specified punching-shear reinforcement.

โš ๏ธ Punching shear is a structural design check, not something that can be judged reliably from appearance alone.

๐Ÿ“ Always follow the applicable structural design code and approved drawings.

@etconp
โค2
๐Ÿ‘‰แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆฅแˆซ แ‹แˆ แŠจแˆ˜แ‹˜แŒ‹แŒ€แ‰ฑ แ‰ แŠแ‰ต แˆŠแ‰ณแ‹ˆแ‰แŠ“ แˆŠแŠซแ‰ฐแ‰ฑ แ‹จแˆšแŒˆแ‰ฃแ‰ธแ‹แŠ• แ‹‹แŠ“ แ‹‹แŠ“ แŒ‰แ‹ณแ‹ฎแ‰ฝ แ‰ แŠ แˆ›แˆญแŠ› แ‹จแˆšแ‹ซแ‰ฅแˆซแˆซ แˆ™แ‹ซแ‹Š แˆ˜แˆ˜แˆชแ‹ซ PDF

๐Ÿ‘ท แˆฒแ‰ชแˆแŠ“ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆ˜แˆแŠ•แ‹ฒแˆถแ‰ฝ
โš–๏ธ แ‹จแˆ•แŒ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ
๐Ÿ—๏ธ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝแŠ“ แŠ แˆ›แŠซแˆชแ‹Žแ‰ฝ
๐Ÿ“‹ แ•แˆฎแŒ€แŠญแ‰ต แˆ›แŠ”แŒ€แˆฎแ‰ฝ
๐ŸŽ“ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฐแˆ›แˆชแ‹Žแ‰ฝ แ‹จแˆšแŒ แ‰…แˆ แˆแˆญแŒฅ แˆ˜แ…แˆแ แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แ‹ซแ‹แˆญแ‹ฑแ‰ต๐Ÿ‘‡

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โค1๐Ÿ‘1๐Ÿ‘1
The carbon content of steel is:
Anonymous Quiz
18%
Less than 0.15%
30%
2% to 4%
43%
0.002% to 2.1%
9%
5% to 15.5%
๐Ÿ‘4โค3
The relationship between porosity m, and the void ratio e is given by:
Anonymous Quiz
17%
1+m = 1/(1+e)
25%
1-m = 1/(1+e)
16%
m = 1/e
42%
m = 1/(1+e)
โค4๐ŸŽ‰1
๐Ÿ“˜ The Master Construction Estimation Handbook

แ‹จBuilding Cost Estimation แŠฅแŠ“ Unit Rate Analysis แˆ™แˆ‰ แˆ˜แˆ˜แˆชแ‹ซแข

๐ŸŒŸแ‰ แ‹แˆตแŒกแฆ

โœ… แ‹จConstruction Material Formula
โœ… Labor & Equipment Cost Analysis
โœ… Unit Rate Analysis (URA)
โœ… BOQ แŠฅแŠ“ Cost Estimation แŒ แ‰ƒแˆš แŽแˆญแˆ™แˆ‹แ‹Žแ‰ฝ

๐Ÿ‘ท แˆˆCivil Engineersแฃ Contractorsแฃ Architectsแฃ Quantity Surveyors แŠฅแŠ“ แ‰ฐแˆ›แˆชแ‹Žแ‰ฝ แ‰ฐแˆตแˆ›แˆšแข

"แ‰ตแŠญแŠญแˆˆแŠ› แŒแˆแ‰ตแฃ แ‹จแ‰ฐแˆณแŠซ แ•แˆฎแŒ€แŠญแ‰ต แˆ˜แˆ แˆจแ‰ต แАแ‹!"

๐ŸคŒแˆˆแˆ›แ‹แˆจแ‹ต แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แ‹ซแ‹แˆญแ‹ฑแ‰ต๐Ÿ‘‡

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โค3๐Ÿ‘Œ1
๐Ÿ—๏ธ CRACKS BELOW BEAMS IN MASONRY WALLS โ€“ 4 COMMON CAUSES
Cracks below reinforced concrete beams may result from structural movement, settlement, or construction defects.
๐Ÿ”น 1. Beam Deflection: Excessive beam movement can cause horizontal cracks along the beam-wall interface.
๐Ÿ”น 2. Differential Settlement: Unequal foundation settlement can lead to diagonal or stepped wall cracks.
๐Ÿ”น 3. Inadequate Temporary Support: Poor propping or early removal of supports can cause cracking during construction.
๐Ÿ”น 4. Thermal Movement & Shrinkage: Temperature changes and material shrinkage can create cracks between beams and masonry walls.
โš ๏ธ ENGINEERING NOTE: Crack patterns alone cannot confirm the cause. Significant, widening, or recurring cracks should be inspected by a qualified structural engineer.
๐Ÿ—๏ธ Proper Inspection Prevents Structural Problems!


@etconp
โค4
๐Ÿ“ BEAM DEFLECTION โ€” HOW MUCH CAN A BEAM BEND?

Deflection is the displacement of a structural member from its original position under loading or other effects.

Beams may deflect under their own weight, floor loads, equipment loads, and other actions.

๐Ÿ”น Why Does Deflection Matter?

1๏ธโƒฃ Excessive deflection can damage finishes and partitions.
2๏ธโƒฃ It may affect the serviceability of floors.
3๏ธโƒฃ It can interfere with doors, windows, or installed equipment.
4๏ธโƒฃ It may indicate that design assumptions or actual conditions need review.

๐Ÿ”น What Influences Beam Deflection?

๐Ÿ“Œ Span length.
๐Ÿ“Œ Loading magnitude and distribution.
๐Ÿ“Œ Material stiffness.
๐Ÿ“Œ Cross-sectional dimensions.
๐Ÿ“Œ Cracking and reinforcement.
๐Ÿ“Œ Support conditions and long-term effects.

โš ๏ธ Deflection limits depend on the structural system, use of the building, and applicable design code.

๐Ÿ—๏ธ Important: A visible sag or crack should not be judged by appearance alone.

Significant changes require appropriate engineering assessment.

๐Ÿ‘‰แ‹จ RC แ‹ฒแ‹›แ‹ญแŠ• แˆ‹แ‹ญ แˆ™แˆ‰ แ‰ดแˆแ•แˆŒแ‰ถแ‰ฝ แŠจแˆแˆˆแŒ‰ แˆ›แˆˆแ‰ตแˆ

โบCalculation of Design Coefficients
โบ‎Design of Slabs
โบ‎Design of Flat Slabs
โบ‎Design of Beams
โบ‎Design of Sections Under M & N
โบ‎Shear Design & Checks
โบ‎Design for Torsion
โบ‎Design of Rectangular Columns
โบ‎Design of Circular Columns
โบ‎Design of Isolated Footings
‎Isolated Footings Under Moment แŠฅแŠ“ แˆŒแˆŽแ‰ฝ๐Ÿ‘‡

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โค5๐Ÿ‘2
๐Ÿ—๏ธ Building Construction โ€“ แ‹จแˆ…แŠ•แƒ แŒแŠ•แ‰ฃแ‰ณ แŠ แŒ‹แ‹ฅ  แˆ˜แŒฝแˆแ!

๐Ÿ“šแŠจBuilding Drawing แŠฅแˆตแŠจ Foundation, Floor, Wall, Roof, Stairs, Finishing, Formwork แŠฅแŠ“ Site Safety แ‹ตแˆจแˆต แ‹จแˆšแ‹ซแŠซแ‰ตแ‰ต แˆ™แˆ‰ แˆ˜แˆ˜แˆชแ‹ซ

๐Ÿ‘ท แˆˆCivil Engineering Students, Engineers, Architects, QS & Contractors แŒ แ‰ƒแˆš แАแ‹ แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แ‹ซแ‹แˆญแ‹ฑแ‰ต๐Ÿ‘‡

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โค2
๐Ÿ—๏ธแˆณแˆแŠ•แ‰ณแ‹Š แ‹จแ‹“แˆˆแˆ แŠ แ‰€แ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ•แฃ แˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ตแŠ“ แ‰ดแŠญแŠ–แˆŽแŒ‚ แ‹œแŠ“ ๐ŸŒ

แ‰ แ‹šแˆ… แˆณแˆแŠ•แ‰ต แ‰ แ‹“แˆˆแˆ แŠ แ‰€แ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ•แฃ แ‹จแˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ตแŠ“ แ‹จแˆแˆ…แŠ•แ‹ตแˆตแŠ“ แ‹˜แˆญแŽแ‰ฝ แ‹จแ‰ฐแˆ˜แ‹˜แŒˆแ‰ก แŠ แˆตแˆแˆ‹แŒŠ แŠญแŠ•แ‹แŠ–แ‰ฝแŠ•แŠ“ แŠ แ‹ณแ‹ฒแˆต แŠฅแ‹ตแŒˆแ‰ถแ‰ฝแŠ• แŠฅแŠ•แˆ˜แˆˆแŠจแ‰ณแˆˆแŠ•แข

1. ๐Ÿš‚ แ‹จแˆŽแ‰ขแ‰ถ แŒแ‹™แ แ‹จแ‰ฃแ‰กแˆญ แ•แˆฎแŒ€แŠญแ‰ต แ‹ˆแ‹ฐ แ‰ตแŒแ‰ แˆซ แŠฅแ‹จแ‰ฐแ‰ƒแˆจแ‰  แАแ‹

แ‰ แ‹ฐแ‰กแ‰ฃแ‹Š แŠ แแˆชแŠซ แ‹จแˆšแŒˆแŠ˜แ‹ แ‹จแ‹›แˆแ‰ขแ‹ซแŠ“ แŠ แŠ•แŒŽแˆ‹ แ‹จแˆŽแ‰ขแ‰ถ แ‹จแ‰ฃแ‰กแˆญ แˆ˜แˆตแˆ˜แˆญ แ•แˆฎแŒ€แŠญแ‰ต แŠ แ‹ฒแˆต แˆแ‹•แˆซแ แˆ‹แ‹ญ แ‹ฐแˆญแˆทแˆแข
แŠฅ.แŠค.แŠ . แŒฅแ‰…แˆแ‰ต 27 แ‰€แŠ• 2026 แ‹จแŠ แแˆชแŠซ แ‹แ‹ญแŠ“แŠ•แˆต แŠฎแˆญแ–แˆฌแˆฝแŠ• (AFC) 830 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹จแˆšแˆธแแАแ‹แŠ• แŠ แ‹ฒแˆต แ‹จแ‰ฃแ‰กแˆญ แˆ˜แˆตแˆ˜แˆญ แˆˆแˆ˜แŒˆแŠ•แ‰ฃแ‰ต แ‰ฐแˆ˜แˆซแŒญ แ‰ฐแ‰‹แˆซแŒฎแ‰ฝแŠ• แˆ˜แˆญแŒงแˆแข

แ‰ แ‹›แˆแ‰ขแ‹ซ แ‰ แŠฉแˆ Webuildแฃ Mota-Engil แŠฅแŠ“ IC ฤฐรงtaลŸ แ‹จแ‰ฐแ‰ฃแˆ‰ แŠฉแ‰ฃแŠ•แ‹ซแ‹Žแ‰ฝ แ‹ซแŠซแ‰ฐแ‰ฐ แŒฅแˆแˆจแ‰ตแฃ แ‰ แŠ แŠ•แŒŽแˆ‹ แ‰ แŠฉแˆ แ‹ฐแŒแˆž Mota-Engil แŠฅแŠ“ Odebrecht แ‹จแ‰ฐแ‰ฃแˆ‰ แŠฉแ‰ฃแŠ•แ‹ซแ‹Žแ‰ฝ แ‰ฐแˆ˜แˆซแŒญ แˆ†แАแ‹‹แˆแข

แ•แˆฎแŒ€แŠญแ‰ฑ แ‹จแ‹›แˆแ‰ขแ‹ซแŠ“ แ‹จแŠฎแŠ•แŒŽ แ‹จแˆ˜แ‹ณแ‰ฅแŠ“ แŠฎแ‰ฃแˆแ‰ต แˆ›แ‹•แ‹ตแŠ“แ‰ตแŠ• แ‹ˆแ‹ฐ แŠ แŠ•แŒŽแˆ‹ แ‹จแŠ แ‰ตแˆ‹แŠ•แ‰ฒแŠญ แ‹ˆแ‹ฐแ‰ฅ แˆˆแˆ›แŒ“แŒ“แ‹ แ‹จแˆšแ‹ซแŒแ‹ แˆฒแˆ†แŠ•แฃ แ‹จแŠ•แŒแ‹ต แ‰ตแˆตแˆตแˆญแŠ•แŠ“ แ‹จแŠญแˆแˆ‰แŠ• แŠขแŠฎแŠ–แˆš แˆˆแˆ›แŒ แŠ“แŠจแˆญ แ‰ตแˆแ‰… แˆšแŠ“ แŠฅแŠ•แ‹ฐแˆšแŠ–แˆจแ‹ แ‹ญแŒ แ‰ แ‰ƒแˆแข

2. โšก 37 แ‰ขแˆŠแ‹ฎแŠ• แ‹ถแˆ‹แˆญ แ‹จแŠคแˆŒแŠญแ‰ตแˆชแŠญ แˆ›แˆตแ‰ฐแˆ‹แˆˆแŠแ‹ซ แˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แ•แˆฎแŒแˆซแˆ
แ‰ แŠ แˆœแˆชแŠซ แ‹จแŠคแˆŒแŠญแ‰ตแˆชแŠญ แˆ›แˆตแ‰ฐแˆ‹แˆˆแŠแ‹ซ แˆ˜แˆจแ‰ฅแŠ• แˆˆแˆ›แ‹˜แˆ˜แŠ• 37 แ‰ขแˆŠแ‹ฎแŠ• แ‹ถแˆ‹แˆญ แ‹จแˆšแŒ แŒ‹ แŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แ‰ณแ‰…แ‹ทแˆแข

แ‹จแŠคแˆŒแŠญแ‰ตแˆชแŠญ แŠ แŒˆแˆแŒแˆŽแ‰ต แŠฉแ‰ฃแŠ•แ‹ซแ‹ American Electric Power (AEP) แ‰ แˆฐแ‰ฃแ‰ต แŒแ‹›แ‰ถแ‰ฝ แ‹จแˆšแŠซแˆ„แ‹ฐแ‹แŠ• แ‹จแŠƒแ‹ญแˆ แˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แˆ›แˆตแ‹แŠแ‹ซแŠ“ แˆ›แ‹˜แˆ˜แŠ• แˆˆแˆ›แˆตแ‰ฐแ‰ฃแ‰ แˆญ แŠจแˆแˆ…แŠ•แ‹ตแˆตแŠ“ แŠฉแ‰ฃแŠ•แ‹ซแ‹ Jacobs แŒ‹แˆญ แ‰ฐแ‰ฃแ‰ฅแˆฏแˆแข

แ•แˆฎแŒแˆซแˆ™ แ‰ แ‰€แŒฃแ‹ฎแ‰น แŠ แˆแˆตแ‰ต แ‹“แˆ˜แ‰ณแ‰ต แ‹จแˆšแŠจแŠ“แ‹ˆแŠ• แˆฒแˆ†แŠ•แฃ แ‹จแ•แˆฎแŒ€แŠญแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญแฃ แ‹จแˆแˆ…แŠ•แ‹ตแˆตแŠ“ แ‹ฒแ‹›แ‹ญแŠ•แฃ แ‹จแˆ˜แˆฌแ‰ต แˆ›แˆตแ‹ซแ‹แŠ“ แ‹จแŠ แŠซแ‰ฃแ‰ข แŒฅแŠ“แ‰ต แˆฅแˆซแ‹Žแ‰ฝแŠ• แ‹ซแŠซแ‰ตแ‰ณแˆแข

แ‹ญแˆ… แŠฅแ‹ตแŒˆแ‰ต แ‹จแŠƒแ‹ญแˆ แแˆ‹แŒŽแ‰ต แˆ˜แŒจแˆ˜แˆญแŠ• แˆˆแˆ˜แ‰‹แ‰‹แˆ แ‹˜แˆ˜แŠ“แ‹ŠแŠ“ แŠ แˆตแ‰ฐแˆ›แˆ›แŠ แ‹จแŠคแˆŒแŠญแ‰ตแˆชแŠญ แˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แˆ˜แŒˆแŠ•แ‰ฃแ‰ต แ‹ซแˆˆแ‹แŠ• แŠ แˆตแˆแˆ‹แŒŠแАแ‰ต แ‹ซแˆณแ‹ซแˆแข

3. ๐Ÿš† แŠ แˆœแˆชแŠซ แˆˆแ‰ฃแ‰กแˆญ แ‹ฐแˆ…แŠ•แАแ‰ตแŠ“ แˆ›แˆปแˆปแ‹ซ 1.24 แ‰ขแˆŠแ‹ฎแŠ• แ‹ถแˆ‹แˆญ แˆ˜แ‹ฐแ‰ แ‰ฝ
แ‹จแŠ แˆœแˆชแŠซ แ‹จแ‰ตแˆซแŠ•แˆตแ–แˆญแ‰ต แˆ˜แˆแˆชแ‹ซ แˆˆแ‰ฃแ‰กแˆญ แˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แ‹ฐแˆ…แŠ•แАแ‰ตแŠ“ แˆ›แˆปแˆปแ‹ซ 1.24 แ‰ขแˆŠแ‹ฎแŠ• แ‹ถแˆ‹แˆญ แ‹จแˆšแ‹ซแ‹ˆแŒก แ‹จแŒˆแŠ•แ‹˜แ‰ฅ แ‹ตแŒ‹แŽแ‰ฝแŠ• แŠ แŒฝแ‹ตแ‰‹แˆแข

แ‹ตแŒ‹แ‰ แ‰ 37 แŒแ‹›แ‰ถแ‰ฝ แ‹จแˆšแŒˆแŠ™ แ‹จแ‰ตแˆซแŠ•แˆตแ–แˆญแ‰ต แ‰ฐแ‰‹แˆ›แ‰ต แˆˆแˆšแ‹ซแŠจแŠ“แ‹แŠ—แ‰ธแ‹ 91 แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แ‹ญแ‹แˆ‹แˆแข แ‹จแˆฅแˆซแ‹Žแ‰น แ‹‹แŠ“ แ‹“แˆ‹แˆ› แ‹จแ‰ฃแ‰กแˆญแŠ“ แ‹จแˆ˜แŠชแŠ“ แˆ˜แŠ•แŒˆแ‹ต แˆ˜แŒˆแŠ“แŠ›แ‹Žแ‰ฝแŠ• แ‹ฐแˆ…แŠ•แАแ‰ต แˆ›แˆปแˆปแˆแฃ แ‹จแ‹ฐแˆจแŒƒ แˆ˜แˆปแŒˆแˆชแ‹ซแ‹Žแ‰ฝแŠ• แ‰ แ‹ตแˆแ‹ตแ‹ญ แ‹ˆแ‹ญแˆ แ‰ แ‰ฐแˆˆแ‹ซแ‹จ แ‹ฐแˆจแŒƒ แˆ›แ‰‹แˆจแŒซ แˆ˜แ‰ฐแŠซแ‰ตแŠ“ แ‹จแ‰ฃแ‰กแˆญ แ‹จแ‰ตแˆซแŠแŠญ แ‰แŒฅแŒฅแˆญ แˆฅแˆญแ‹“แ‰ถแ‰ฝแŠ• แˆ›แ‹˜แˆ˜แŠ• แАแ‹แข

แ‹ญแˆ… แŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แ‹จแ‰ฃแ‰กแˆญ แ‰ตแˆซแŠ•แˆตแ–แˆญแ‰ตแŠ• แ‹ฐแˆ…แŠ•แАแ‰ตแŠ“ แ‰…แˆแŒฅแแŠ“ แˆˆแˆ›แˆณแ‹ฐแŒ แ‹จแˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แŒฅแˆซแ‰ต แ‹ซแˆˆแ‹แŠ• แ‹ˆแˆณแŠ แˆšแŠ“ แ‹ซแˆ˜แˆˆแŠญแ‰ณแˆแข

4. ๐Ÿค– แ‹˜แˆ˜แŠ“แ‹Š แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ›แˆฝแŠ–แ‰ฝ แ‰ แŠจแ‰ฐแˆ› แ‹แˆตแŒฅ แ‹จแˆ›แˆปแˆปแ‹ซ แˆฅแˆซแ‹Žแ‰ฝแŠ• แŠฅแ‹ซแ‰€แˆ‹แŒ แ‰ แАแ‹แข
แ‰ แŠ แˆœแˆชแŠซ แ‹‹แˆฝแŠ•แŒแ‰ฐแŠ• แ‹ฒแˆฒ แ‹จแˆœแ‰ตแˆฎ แ‰ฃแ‰กแˆญ แŒฃแ‰ขแ‹ซแ‹Žแ‰ฝแŠ• แˆˆแˆ›แ‹˜แˆ˜แŠ• แ‰ แ‰ฐแŠจแŠ“แ‹ˆแŠ‘ แˆฅแˆซแ‹Žแ‰ฝ แ‹จแˆญแ‰€แ‰ต แ‰แŒฅแŒฅแˆญ แ‹จแˆšแ‹ฐแˆจแŒแ‰ฃแ‰ธแ‹ แ‹จแˆ›แแˆจแˆป แˆฎแ‰ฆแ‰ถแ‰ฝ (Remote Demolition Robots) แŒฅแ‰…แˆ แˆ‹แ‹ญ แ‹แˆˆแ‹‹แˆแข

แ‹จแŒแŠ•แ‰ฃแ‰ณ แŠฉแ‰ฃแŠ•แ‹ซแ‹ Clark Construction แ‰ แŒฃแ‰ขแ‹ซแ‹Žแ‰น แˆ‹แ‹ญ แŠจ18,000 แŠซแˆฌ แŒซแˆ› แ‰ แˆ‹แ‹ญ แ‹จแˆ˜แ‹ตแˆจแŠญ แŠ•แŒฃแแŠ“ แ‹จแŠฎแŠ•แŠญแˆชแ‰ต แŠ•แŒฃแ แˆˆแˆ›แˆตแ‹ˆแŒˆแ‹ต แŠฅแАแ‹šแˆ…แŠ• แˆ›แˆฝแŠ–แ‰ฝ แ‰ฐแŒ แ‰…แˆŸแˆแข

แ‰ แ‰ฐแŒจแˆ›แˆชแˆ แ‹จแ‰ฃแ‰กแˆญ แˆ˜แˆตแˆ˜แˆญ แˆ˜แ‰ฐแŠซแ‰ตแฃ แ‹จแˆ˜แ‹‹แ‰…แˆญ แˆ›แŒ แŠ“แŠจแˆชแ‹ซแŠ“ แŠ แ‹ฒแˆต แ‹จแŒฃแ‰ขแ‹ซ แŠญแแˆŽแ‰ฝ แŒแŠ•แ‰ฃแ‰ณ แ‰ฐแŠซแˆ‚แ‹ทแˆแข

แ‹ญแˆ… แˆแˆณแˆŒ แ‰ แŒ แ‰ฃแ‰ฅ แ‹จแˆฅแˆซ แ‰ฆแ‰ณแ‹Žแ‰ฝแฃ แ‰ แАแ‰ฃแˆญ แˆ•แŠ•แƒแ‹Žแ‰ฝแŠ“ แ‰ แˆฅแˆซ แˆ‹แ‹ญ แ‰ฃแˆ‰ แ‹จแ‰ตแˆซแŠ•แˆตแ–แˆญแ‰ต แˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ถแ‰ฝ แˆ‹แ‹ญ แ‹˜แˆ˜แŠ“แ‹Š แˆ›แˆฝแŠ–แ‰ฝแŠ• แˆ˜แŒ แ‰€แˆ แ‹ซแˆˆแ‹แŠ• แŒ แ‰€แˆœแ‰ณ แ‹ซแˆณแ‹ซแˆแข

๐ŸŒ แ‹จแˆณแˆแŠ•แ‰ฑ แŠ แŒ แ‰ƒแˆ‹แ‹ญ แˆแˆแŠจแ‰ณ แ‰ แ‹šแˆ… แˆณแˆแŠ•แ‰ต

แŠจแ‰ฐแˆ˜แˆˆแŠจแ‰ตแŠ“แ‰ธแ‹ แ‹“แˆˆแˆ แŠ แ‰€แ แŠฅแ‹ตแŒˆแ‰ถแ‰ฝ แ‹จแˆแŠ•แˆจแ‹ณแ‹แฃ แ‹จแ‹˜แˆ˜แŠ‘ แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‹˜แˆญแ แŠจแ‰ฐแˆˆแˆ˜แ‹ฐแ‹ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆฅแˆซ แ‰ฃแˆปแŒˆแˆญ แ‹ˆแ‹ฐ แ‹ฒแŒ‚แ‰ณแˆ แ‰ดแŠญแŠ–แˆŽแŒ‚แฃ แ‹˜แˆ˜แŠ“แ‹Š แˆ›แˆฝแŠ–แ‰ฝแฃ แ‹จแŠƒแ‹ญแˆ แˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ตแŠ“ แ‹จแ‰ฐแ‰€แŠ“แŒ€ แ•แˆฎแŒ€แŠญแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แŠฅแ‹จแ‰ฐแˆธแŒ‹แŒˆแˆจ แˆ˜แˆ†แŠ‘แŠ• แАแ‹แข

แˆˆแŠขแ‰ตแ‹ฎแŒตแ‹ซแˆ แŠจแŠฅแАแ‹šแˆ… แˆแˆแ‹ถแ‰ฝ แ‰ แˆ˜แˆ›แˆญ แ‰ แŒแŠ•แ‰ฃแ‰ณ แŒฅแˆซแ‰ตแฃ แ‰ แ‹ˆแŒช แ‰แŒฅแŒฅแˆญแฃ แ‰ แ‰ดแŠญแŠ–แˆŽแŒ‚ แŠ แŒ แ‰ƒแ‰€แˆแŠ“ แ‰ แ•แˆฎแŒ€แŠญแ‰ต แŠ แˆแŒปแŒธแˆ แˆ‹แ‹ญ แ‹จแ‰ฐแˆปแˆˆ แ‹แŒคแ‰ต แˆ›แˆแŒฃแ‰ต แ‹ญแ‰ปแˆ‹แˆแข

โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”โ”
โ€‹๐Ÿ“Œ แ‰ฐแŒจแˆ›แˆช แ‹แˆญแ‹แˆญ แˆ˜แˆจแŒƒแ‹Žแ‰ฝแŠ• แŠฅแŠ“ แ‹จแˆณแˆแŠ•แ‰ฑแŠ• แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹œแŠ“แ‹Žแ‰ฝ แˆˆแˆ›แŒแŠ˜แ‰ต โ€‹แ‹จแŒแˆตแ‰กแŠญ แŒˆแƒแ‰ฝแŠ• แ‹ญแŒŽแ‰ฅแŠ™๐Ÿ‘‡

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โค2๐Ÿ‘2
แ‰ฐแˆแˆญ  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ“Œแ•แˆŒแ‰ตแŠ“ แŒ„แ‰ฆแˆแ‰ต แ‰ แˆแˆˆแŒ‰แ‰ต แŠ แ‹ญแАแ‰ต แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แŠ แˆˆแŠ•

โœ‚๏ธแˆ‹แˆœแˆซ แˆ˜แ‰แˆจแŒซ แˆ˜แ‰ฅแˆปแŠ“  แˆ›แŒ แŠแ‹ซ แˆ›แˆฝแŠ–แ‰ฝ แŠ แˆ‰แŠ•

๐Ÿ”—แŒแˆฎ (แ‰ถแŠ•แ‹ฒแŠ–) แŒฅแˆญแˆต แŠฅแŠ“แ‰ แŒƒแˆˆแŠ• แŠฅแŠ•แ‹ฒแˆแˆ แŠฅแŠ“แŒฅแ‹แˆˆแŠ•

๐Ÿ“แˆ›แŠ•แŠ›แ‹‰แŠ•แˆ แ‹จแˆžแ‹ฐแŠแŠญ แˆตแˆซแ‹Žแ‰ฝแŠ• แŠฅแŠ•แˆฐแˆซแˆˆแŠ•

๐Ÿ“แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹‰แˆตแŒฅ แ‹จแ‰ตแˆ แŠฅแŠ•แˆแŠญแˆŽแ‰ณ

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โค2
๐Ÿ“˜Post-Tensioned Slabs: Analysis, Design & Construction

๐ŸŒŸแ‰ แ‹˜แˆ˜แŠ“แ‹Š แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆตแˆซแ‹Žแ‰ฝ แ‹แˆตแŒฅ แ‹จPost-Tensioned Slab แ‰ดแŠญแŠ–แˆŽแŒ‚แŠ• แ‰ แ‰ฐแŒแ‰ฃแˆญ แ‹ญแˆ›แˆฉ

โœ… Post-Tensioning Fundamentals
โœ… Structural Analysis & Design
โœ… Tendon Layout & Prestressing
โœ… Design Details
โœ… Construction Techniques

๐Ÿ—‚แ‹ญแˆ… แˆแˆญแŒฅ แˆ˜แ…แˆแ แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แ‹ซแ‹แˆญแ‹ฑแ‰ต๐Ÿ‘‡

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โค1๐Ÿ‘1
๐Ÿ‘‰DENSITY & RELATIVE DENSITY

๐ŸšฅUnderstanding density and relative density is essential in civil engineering, particularly in construction materials, soil mechanics, and fluid mechanics.

๐Ÿ”น 1. DENSITY (ฯ)

Density is the mass of a substance per unit volume.

๐Ÿ“Œ Formula:
Density (ฯ) = Mass (m) รท Volume (V)

๐Ÿ“ SI Unit: kg/mยณ

Example:

โ–ช๏ธ Iron block:
Mass = 7,850 kg
Volume = 1 mยณ
Density = 7,850 kg/mยณ

โ–ช๏ธ Wood block:
Mass = 600 kg
Volume = 1 mยณ
Density = 600 kg/mยณ

โœ… For the same volume, a material with greater mass has a higher density.

๐Ÿ”น 2. RELATIVE DENSITY (SPECIFIC GRAVITY)

Relative density is the ratio of a substance's density to the density of water at a specified reference temperature.

๐Ÿ“Œ Formula:
Relative Density (RD) = Density of Substance รท Density of Water

๐Ÿ’ง At 4ยฐC, the density of water is approximately 1,000 kg/mยณ.

Important points:

โ–ช๏ธ Relative density has no unit because it is a ratio of two densities.
โ–ช๏ธ RD > 1: The material is denser than water.
โ–ช๏ธ RD < 1: The material is less dense than water.
โ–ช๏ธ RD = 1: The material has the same density as water under the stated reference conditions.

๐Ÿ”น 3. FLOATING AND SINKING

An object's behaviour in water depends on its average density and the buoyant force acting on it.

๐Ÿชต Floating:
When the average density of an object is less than the density of water, it can float.

Example: Wood.

๐Ÿงฑ Sinking:
When an object is denser than water, it generally sinks if fully immersed and released.

Example: A solid iron block.

๐Ÿ“Œ Applications in Civil Engineering:

โœ… Determining the properties of construction materials.
โœ… Soil mechanics and geotechnical engineering.
โœ… Concrete and aggregate testing.
โœ… Calculating material mass and volume.
โœ… Understanding buoyancy and hydrostatic forces.

๐Ÿ’ก Remember: Density tells us how much mass is contained in a given volume, while relative density compares a material's density with that of a reference substance.

๐Ÿ’ฌ Test Your Knowledge:
A material has a density of 2,500 kg/mยณ.

โฌ†๏ธWhat is its relative density compared with water at 4ยฐC?

โ€‹โ€‹๐ŸŒแˆˆแ‰ฐแŒจแˆ›แˆช แˆ˜แˆจแŒƒ แŠฅแŠ“ แˆŒแˆŽแ‰ฝ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹˜แˆญแ แ‹œแŠ“แ‹Žแ‰ฝ แ‹จ YouTube แŒˆแƒแ‰ฝแŠ• แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แ‰ แˆ˜แŒแ‰ฃแ‰ต SubScribe แŠ แˆญแŒˆแ‹ แ‰คแ‰ฐแˆฐแ‰ฅ แ‹ญแˆแŠ‘๐Ÿ‘‡

https://youtube.com/@ethiopianconstruction7?si=ils307xXQQpIdCwG
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โค5
๐Ÿ“ 3-4-5 METHOD: SETTING OUT A 90ยฐ ANGLE

The 3-4-5 method is a simple construction technique used to establish accurate right angles (90ยฐ) on-site without advanced surveying equipment.

๐Ÿ”น How It Works: Based on the Pythagorean theorem: 3ยฒ + 4ยฒ = 5ยฒ

๐Ÿ”น Site Procedure:

Mark the reference corner.
Measure 3 units along one direction.

Measure 4 units along the other direction.
Check the diagonal; it must measure 5 units.

๐Ÿ“ Common Measurements:

3โ€“4โ€“5 m
6โ€“8โ€“10 m
9โ€“12โ€“15 m

๐Ÿ—๏ธ Applications:

โœ”๏ธ Building setting-out
โœ”๏ธ Foundation layout
โœ”๏ธ Column and wall positioning
โœ”๏ธ Checking rectangular layouts

๐Ÿ’ก Site Tip: Use larger multiples for better practical accuracy on larger construction layouts.

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๐Ÿ‘2
๐Ÿ“˜CONSTRUCTION MATERIALS TESTING MANUAL

๐Ÿ—๏ธแ‹จแŒแŠ•แ‰ฃแ‰ณ แŒฅแˆฌ แ‹•แ‰ƒแ‹Žแ‰ฝแŠ• แ‹จแŒฅแˆซแ‰ต แˆแˆญแˆ˜แˆซ (Material Testing) แ‰ แ‰ฐแŒแ‰ฃแˆญ แˆ˜แˆ›แˆญ แ‹ญแˆแˆแŒ‹แˆ‰?

๐ŸŒŸแ‹ญแˆ… แˆ™แˆ‰ แ‹จแˆ™แ‹ซ แˆ˜แˆ˜แˆชแ‹ซ แ‹จแˆฒแˆšแŠ•แ‰ถแฃ แŠ แŒแˆชแŒŒแ‰ตแฃ แŠฎแŠ•แŠญแˆชแ‰ตแฃ แŒกแ‰ฅแฃ แ‰ฅแˆŽแŠญแฃ แ‰ฅแˆจแ‰ตแฃ แŠ แˆแˆญแฃ แ“แ‹ญแˆ แŠฅแŠ“ แ‹จแ‹แˆƒ แˆ˜แŠจแˆ‹แŠจแ‹ซ แ‰แˆณแ‰แˆถแ‰ฝแŠ• แ‹จแˆแˆญแˆ˜แˆซ แ‹˜แ‹ดแ‹Žแ‰ฝ แ‹ญแ‹Ÿแˆแข

โœ… แˆˆCivil แŠฅแŠ“ Material Engineers
โœ… แˆˆLaboratory Technicians
โœ… แˆˆQA/QC Engineers
โœ… แˆˆSite Engineers
โœ… แˆˆ COTEM แŠฅแŠ“ Civil Engineering Students

๐ŸŽฏ แ‹จแˆ™แ‹ซ แŠฅแ‹แ‰€แ‰ตแ‹ŽแŠ• แ‹ซแˆณแ‹ตแŒ‰แค แ‹จแŒแŠ•แ‰ฃแ‰ณ แŒฅแˆซแ‰ตแŠ• แ‹ซแˆจแŒ‹แŒแŒก!

๐Ÿ“ฅแ‹ญแˆ… แˆแˆญแŒฅ แˆ˜แˆ˜แˆญแ‹ซ แˆ˜แ…แˆƒแ แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แ‹ซแ‹แˆญแ‹ฑแ‰ต๐Ÿ‘‡

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โค2๐Ÿฅฐ1