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๐Ÿ”จ World Construction Engineering
Latest updates, tips, and tutorials on building, civil engineering, and construction in World.
Learn, build, and grow with us!

๐Ÿ“จ @Philemona7 Or @ETCONpBOT

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๐Ÿ‘‰Essential Field Tests For Concrete Blocks

๐Ÿ’ซโ€‹Ensure Construction Quality By Following These Simple Site Tests.

๐Ÿ”— Drop Five Blocks From A 1.5 m Height Onto A Concrete Surface.

๐Ÿ”—Acceptable Quality Means Less Than One Block Breaks.

๐Ÿ”—Always Verify Blocks Are Cured In The Shade Or Under Plastic Sheets To Prevent Sun Damage.

โ‡๏ธProper Curing

โบGuarantees Maximum Strength And Long-Lasting Durability.

โ€‹@etconp
โค11๐Ÿ‘5
๐Ÿ‘‰WHY DO ENGINEERS DO SIEVE ANALYSIS ON SOIL?

๐Ÿ’ซEngineers perform sieve analysis on soil to determine the particle size distribution of the soil sample. This analysis is crucial for several reasons:

๐Ÿ“Œ1. Soil Classification: Sieve analysis helps classify soil types (e.g., sand, silt, clay) based on their grain sizes, which is essential for understanding the soil's properties and behavior.

๐Ÿ“Œ2. Engineering Properties: The particle size distribution influences various engineering properties of soil, such as permeability, compaction, shear strength, and consolidation behavior. Understanding these properties is vital for designing foundations, retaining structures, and other civil engineering projects.

๐Ÿ“Œ3. Material Selection: Knowing the size distribution allows engineers to select appropriate materials for construction projects, ensuring that the soil or aggregate used will meet specific engineering requirements.

๐Ÿ“Œ4. Predicting Behavior: The size and distribution of particles can affect how soil behaves under load, its drainage characteristics, and its susceptibility to erosion or settlement. Sieve analysis provides data that helps predict these behaviors.

๐Ÿ“Œ5. Quality Control: In construction, sieve analysis can be used to ensure that materials meet specified standards and regulations, helping maintain quality control during projects.

๐Ÿ“Œ6. Environmental Assessments: Sieve analysis can also play a role in environmental engineering, particularly in assessing contaminated soils and determining remediation strategies.

Overall, sieve analysis is a fundamental test in geotechnical engineering that aids in understanding and managing soil behavior in various applications.

@eagleng
โค16
๐Ÿ‘‰Types of Beam

1.Cantilever Beam

One end is fixed and the other end is free.
Example: Balcony, sunshade.

2.Simply Supported Beam

Supported at both ends and free to rotate.
Example: Bridge beam, floor beam.

3.Overhanging Beam

Beam extends beyond one or both supports.
Example: Roof projection, canopy.

4.Fixed Beam

Both ends are fixed against rotation and movement.
Example: Rigid frame structures.

5.Continuous Beam

Beam rests on more than two supports.
Example: Multi-span bridges.

๐Ÿ’ซTypes of Load

1.Point Load (Concentrated Load)

Load acts at a single point on the beam.

2.Uniformly Distributed Load (UDL)

Load is evenly spread over the beam length.

3.Uniformly Varying Load (UVL)

Load gradually increases or decreases along the beam.

4.Trapezoidal Load

Combination of UDL and UVL with varying intensity.

5.Moment Load (Couple Load)

Rotational force acting on a beam without vertical load.

@etconp
โค16๐Ÿ”ฅ1
๐Ÿ‘‰Keys to Operating a Successful Construction Business

๐Ÿ’ซIn order to run a successful construction business, it is suggested to work with the below guidelines.

โœจEmbrace Technology
โœจHave a Revolutionary Strategy
โœจKeep Detailed Records
โœจDelight Clients
โœจInvest in a Committed Team
โœจHave a Unique Marketing Plan

๐ŸทBeginning and operating a successful construction business is both rewarding and challenging.

โบFor you to succeed, you must remain focused, disciplined and persevere.


@etconp
โค2๐Ÿ‘2๐Ÿ”ฅ1
๐Ÿ‘‰แ‹จแŒˆแ‰ แ‹ซ แ‹‹แŒ‹ แŒฅแŠ“แ‰ต(market Price assessment) แŠฅแŠ“ แ‹จแŒแŠ•แ‰ฃแ‰ณแ‹ แŒแˆแ‰ณแ‹Š แ‹‹แŒ‹(estimated cost of construction)

๐Ÿšงแ‹จแŒˆแ‰ แ‹ซ แ‹‹แŒ‹ แŒฅแŠ“แ‰ต แ‰ แŒแ‹ฅ แŠ แˆแƒแ€แˆ แˆ˜แˆ˜แˆชแ‹ซ แ‰แŒฅแˆญ 70/2017 แŠ แŠ•แ‰€แŒฝ 11 แŠ•แ‹‘แˆต แŠ แŠ•แ‰€แŒฝ 4 แŠแ‹ฐแˆ แ‰ฐแˆซ แˆ€ แ‹ตแŠ•แŒ‹แŒŒ แ‹จแ‰ฐแŠจแ‰ฐแˆˆ แŠซแˆแˆ†แА แ‰ฐแ‰€แ‰ฃแ‹ญแАแ‰ต แŠ แ‹ญแŠ–แˆญแˆแข

๐ŸทแŒจแˆจแ‰ณ แˆ›แˆตแ‰ณแ‹ˆแ‰‚แ‹ซ แŠ แ‹จแˆญ แŠจแ‹‹แˆˆแ‰ แ‰ต แ‰€แŠ• แ‰ แŠแ‰ต แ‰ฃแˆˆแ‹ แŠ แŠ•แ‹ต/1/ แ‹ˆแˆญ แŒŠแ‹œ แ‹แˆตแŒฅ แˆ˜แˆ†แŠ• แŠฅแŠ•แ‹ณแˆˆแ‰ แ‰ต แ‰ฐแ‹ฐแŠ•แŒแŒ“แˆแข

โญ๏ธแŒจแˆจแ‰ณ แˆ›แˆตแ‰ณแ‹ˆแ‰‚แ‹ซ แŠจแ‹ˆแŒฃ แ‰ แŠƒแˆ‹ แ‹จแŒˆแ‰ แ‹ซ แ‹‹แŒ‹ แŒฅแŠ“แ‰ต แˆ›แ‹ตแˆจแŒ แŠ แ‹ญแ‰ปแˆแˆแข

โบแˆตแˆˆแˆ†แАแˆ แˆ…แŒ‹แ‹Š แ‹จแŒˆแ‰ แ‹ซ แ‹‹แŒ‹ แŒฅแŠ“แ‰ต แŠฅแŠ“ แˆ…แŒ‹แ‹Š แ‹จแŒˆแ‰ แ‹ซ แ‹‹แŒ‹ แŒฅแŠ“แ‰ฑแŠ• แˆ˜แˆฐแˆจแ‰ต แ‰ แˆ›แ‹ตแˆจแŒ แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แ‹จแŒแŠ•แ‰ฃแ‰ณแ‹ แŒแˆแ‰ณแ‹Š แ‹‹แŒ‹ แŠฅแŠ•แ‹ฒแˆแˆ แ‹จแŒแŠ•แ‰ฃแ‰ณแ‹ แŒแˆแ‰ณแ‹Š แ‹‹แŒ‹(estimated cost of construction) แ‰ แŠ แŒˆแˆแŒแˆŽแ‰ต แˆ‹แ‹ญ แŠจแˆ˜แ‹‹แˆ‰ แ‰ แŠแ‰ต แ‰ แŒแ‹ฅ แŠ แˆแƒแ€แˆ แˆ˜แˆ˜แˆชแ‹ซ แŠ แ‰ฃแˆช 7 แŠ•แ‹‘แˆต แŠ แŠ•แ‰€แŒฝ 1.4(แˆธ) แ‹ตแŠ•แŒ‹แŒŒ แˆ˜แˆฐแˆจแ‰ต แ‰ แŒแ‹ฅ แŠ แ…แ‹ณแ‰‚ แŠฎแˆšแ‰ด แ‹จแ€แ‹ฐแ‰€แ‰ แ‰ต แ‰ƒแˆˆ-แŒ‰แ‰ฃแŠค แ‹ซแˆตแˆแˆแŒ‹แˆแข

โบแŠ แŠ•แ‹ตแŠ• แ‰ฐแŒซแˆซแ‰ฝ แˆˆแˆ˜แŒ‰แ‹ณแ‰ต แˆŒแˆ‹แ‹แŠ• แˆˆแˆ˜แŒ แ‰€แˆ แ‰ฐแ‰ฅแˆŽ แˆˆแŠชแˆซแ‹ญ แˆฐแ‰ฅแˆณแ‰ขแАแ‰ต แ‰ แˆญ แ‰ แˆšแŠจแแ‰ต แˆแŠ”แ‰ณ แ‰ แˆ˜แˆแŠ•แ‹ฒแˆต แАแŠ แ‰ฃแ‹ฎแ‰ฝ แ‰ แ‹˜แˆแ‰€แ‹ฐ แ‰ฐแˆธแŠ•แˆฝแŠ– แ‹จแˆšแ‰€แˆญแ‰ฅ แ‹จแŒแŠ•แ‰ฃแ‰ณแ‹ แŒแˆแ‰ณแ‹Š แ‹‹แŒ‹ แˆ…แŒˆ แ‹ˆแŒฅ แАแ‹แข

โบแ‹ญแˆ… แ‹จแŠ แˆฐแˆซแˆญ แˆฅแˆญแ‹“แ‰ต แ‰ แŒแŠ•แ‰ฃแ‰ณ แŒแ‹ฅ แ‹ˆแ‰…แ‰ต แˆˆแŠชแˆซแ‹ญ แˆฐแ‰ฅแˆณแ‰ขแАแ‰ต แ‰ แˆฉแŠ• แ‹ˆแˆˆแˆ แŠ แ‹ฐแˆญแŒŽ แ‹จแˆšแŠจแแ‰ต แˆตแˆˆแˆ˜แˆ†แŠ‘ แ‰ แˆ˜แŠ•แŒแˆตแ‰ต แ‹ฐแˆจแŒƒ แ‰ณแˆแŠ–แ‰ แ‰ต แ‰ แŠ แˆฐแˆซแˆฉ แˆ‹แ‹ญ แˆ›แˆปแˆปแ‹ซ แ‰ฐแ‹ฐแˆญแŒ“แˆแข

โบแ‹จแŒแŠ•แ‰ฃแ‰ณแ‹ แŒแˆแ‰ณแ‹Š แ‹‹แŒ‹ แŒแˆแ‰ตแŠ• (estimated cost of construction) แ‰ แ‰ฐแˆ˜แˆˆแŠจแ‰ฐ แˆแˆˆแ‰ต แ‹ˆแˆณแŠ แŒ‰แ‹ณแ‹ฎแ‰ฝแก-

1แŠ›. แˆ…แŒ‹แ‹Š แ‹จแŒˆแ‰ แ‹ซ แ‹‹แŒ‹ แŒฅแŠ“แ‰ต แˆ˜แˆจแŒƒแฃ

2แŠ›. แ‰ แŠ แ…แ‹ณแ‰‚ แŠฎแˆšแ‰ด แ‹จแ€แ‹ฐแ‰€แ‰ แ‰ต แˆ˜แˆจแŒƒแฃ

โบแŠฅแАแ‹šแˆ… แˆแˆˆแ‰ต แŒ‰แ‹ณแ‹ฎแ‰ฝ แŠจแˆŒแˆ‰ แ‹จแŒแŠ•แ‰ฃแ‰ณแ‹ แŒแˆแ‰ณแ‹Š แ‹‹แŒ‹ แ‰ฐแ‰€แ‰ฃแ‹ญแАแ‰ต แŠ แ‹ญแŠ–แˆจแ‹แˆแข

1แŠ›. แˆ…แŒ‹แ‹Š แ‹จแŒˆแ‰ แ‹ซ แ‹‹แŒ‹ แŒฅแŠ“แ‰ต

โ‡๏ธแ‹จแŒˆแ‰ แ‹ซ แ‹‹แŒ‹ แŒฅแŠ“แ‰ต แˆ…แŒ‹แ‹Š แ‹จแˆšแˆ†แАแ‹ แˆแŠ• แˆแŠ• แŠ แˆŸแˆแ‰ถ แˆฒแŒˆแŠ แŠฅแŠ•แ‹ฐแˆ†แА แŒแˆแŒฝ แАแ‹แข

โบแ‹จแˆ˜แŒ€แˆ˜แˆชแ‹ซ แ‰…แ‹ตแˆ˜ แˆแŠ”แ‰ณ แŒจแˆจแ‰ณ แˆ›แˆตแ‰ณแ‹ˆแ‰‚แ‹ซ แŠ แ‹จแˆญ แˆ‹แ‹ญ แŠจแˆ˜แ‹‹แˆ‰ แ‰ แŠแ‰ต แ‰ฃแˆˆแ‹ 30 แ‰€แŠ“แ‰ต แ‹แˆตแŒฅ แ‹จแ‰ฐแŒ แŠ“ แˆ˜แˆ†แŠ• แ‹ญแŠ–แˆญแ‰ แ‰ณแˆแข

โบแˆŒแˆ‹แŠ›แ‹ แ‰…แ‹ตแˆ˜ แˆแŠ”แ‰ณ แˆˆแŒแŠ•แ‰ฃแ‰ณแ‹ แŒแ‰ฅแ‹“แ‰ต แ‹จแˆšแˆ†แŠ‘ แˆแˆ‰แˆ แ‹•แ‰ƒแ‹Žแ‰ฝ แŠฅแŠ“ แŠ แŒˆแˆแŒแˆŽแ‰ถแ‰ฝ แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แˆตแ‰ณแ‰ตแˆตแ‰ฒแŠญแˆต แŠคแŒ€แŠ•แˆฒ แ‰ แˆšแŒˆแŠ˜แ‹ แ‹จแ‹‹แŒ‹ แˆ˜แˆจแŒƒแฃ แ‹จแˆตแ‰ณแ‰ตแˆตแ‰ฒแŠญแˆต แŠคแŒ€แŠ•แˆฒ แ‹จแ‹‹แŒ‹ แˆ˜แˆจแŒƒ แŠฅแŠ•แ‹ฐแˆŒแˆˆ แˆ›แˆจแŒ‹แŒˆแŒซ แ‰ แˆšแˆฐแŒฅแ‰ แ‰ต แŒŠแ‹œ แŠฅแŠ•แ‹ฐแˆแŠ”แ‰ณแ‹ แŠจแ‰ณแ‹ˆแ‰€ แŠ แˆแˆซแ‰ฝแฃ แ‹ญแˆ…แˆ แŠซแˆแˆ†แА แŠจแˆ˜/แ‰คแ‰ถแ‰ฝ แ‰ แˆšแ‰€แˆญแ‰ฅแˆˆแ‰ต แŒฅแ‹ซแ‰„ แˆ˜แАแˆป แŒแ‹ฅแŠ“ แŠ•แ‰ฅแˆจแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‰ฃแˆˆแˆฅแˆแŒฃแŠ‘ แ‰ แˆšแˆฐแŒ แ‹ แ‰ตแ‹•แ‹›แ‹ แˆ˜แˆฐแˆจแ‰ต แ‰ แˆ›แ‹•แŠจแˆ แ‰ แˆšแŠจแŠ“แ‹ˆแŠ• แ‹จแŒˆแ‰ แ‹ซ แ‹‹แŒ‹ แŒฅแŠ“แ‰ต แˆ˜แˆฐแˆจแ‰ต แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แˆ˜แˆ†แŠ• แ‹ญแŠ–แˆญแ‰ แ‰ณแˆแข

2แŠ›. แ‰ แŠ แ…แ‹ณแ‰‚ แŠฎแˆšแ‰ด แ‹จแ€แ‹ฐแ‰€แ‰ แ‰ต แˆ˜แˆจแŒƒแฃ

โบแ‰ แŒแ‹ฅ แŠ แˆแƒแ€แˆ แˆ˜แˆ˜แˆชแ‹ซ แŠ แ‰ฃแˆช 7 แŠ•แ‹‘แˆต แŠ แŠ•แ‰€แŒฝ 1.4(แˆธ) แˆ˜แˆฐแˆจแ‰ต แ‹จแŒแŠ•แ‰ฃแ‰ณแ‹ แŒแˆแ‰ณแ‹Š แ‹‹แŒ‹(estimated cost of construction) แŠฅแŠ•แ‹ฒแ‹ซแ‹˜แŒ‹แŒ… แŠƒแˆ‹แŠแАแ‰ต แ‹จแ‰ฐแˆฐแŒ แ‹ แŠ แˆ›แŠซแˆช แ‰ฐแ‰‹แˆ แŒแˆแ‰ฑแŠ• แŠจแ แ‹ˆแ‹ญแˆ แ‹แ‰… แŠ แ‹ฐแˆญแŒŽ แ‹ซแˆ‹แ‹˜แŒ‹แŒ€ แˆตแˆˆแˆ˜แˆ†แŠ‘ แˆ›แˆจแŒ‹แŒˆแŒซ แŠ แ‹ซแ‹ญแ‹ž แ‰ แˆ›แ‰…แˆจแ‰ฅ แ‰ แŒแ‹ฅ แŠ แ…แ‹ณแ‰‚ แŠฎแˆšแ‰ด แŠฅแŠ•แ‹ฒแ€แ‹ตแ‰… แ‹จแˆ›แ‹ตแˆจแŒ แŒแ‹ดแ‰ณ แŠ แˆˆแ‰ แ‰ตแข

๐Ÿ’ซแŒแˆแ‰ฑแŠ• แŠจแ แ‹ˆแ‹ญแˆ แ‹แ‰… แŠ แ‹ฐแˆญแŒŽ แ‹ซแˆ‹แ‹˜แŒ‹แŒ€ แˆตแˆˆแˆ˜แˆ†แŠ‘ แ‹จแˆšแ‹ซแ‰€แˆญแ‰ฃแ‰ธแ‹ แˆ›แˆจแŒ‹แŒˆแŒซแ‹Žแ‰ฝแก-

แˆ€/ แŠจแŠขแ‰ตแ‹ฎแŒตแ‹ซ แˆตแ‰ณแ‰ตแˆตแ‰ฒแŠญแˆต แŠคแŒ€แŠ•แˆฒ แ‹จแ‰ฐแˆฐแŒ  แ‹จแ‹‹แŒ‹ แˆ˜แˆจแŒƒแฃ

แˆˆ/ แ‹จแˆตแ‰ณแ‰ตแˆตแ‰ฒแŠญแˆต แŠคแŒ€แŠ•แˆฒ แ‹จแ‹‹แŒ‹ แˆ˜แˆจแŒƒ แŠฅแŠ•แ‹ฐแˆŒแˆˆ แˆ›แˆจแŒ‹แŒˆแŒซ แ‰ แˆšแˆฐแŒฅแ‰ แ‰ต แŒŠแ‹œ แŠฅแŠ•แ‹ฐแˆแŠ”แ‰ณแ‹ แŠจแ‰ณแ‹ˆแ‰€ แŠ แˆแˆซแ‰ฝ แ‹จแ‰ฐแˆฐแŒ  แ‹จแ‹‹แŒ‹ แˆ˜แˆจแŒƒแฃ

แˆ/ แ‹ญแˆ…แˆ แŠซแˆแˆ†แА แŠจแˆ˜/แ‰คแ‰ถแ‰ฝ แ‰ แ‰€แˆจแ‰ แˆˆแ‰ต แŒฅแ‹ซแ‰„ แˆ˜แАแˆป แŒแ‹ฅแŠ“ แŠ•แ‰ฅแˆจแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‰ฃแˆˆแˆฅแˆแŒฃแŠ‘ แ‰ แˆฐแŒ แ‹ แ‰ตแ‹•แ‹›แ‹ แˆ˜แˆฐแˆจแ‰ต แ‰ แˆ›แ‹•แŠจแˆ แ‹จแ‰ฐแŠจแŠ“แ‹ˆแА แ‹จแ‹‹แŒ‹ แˆ˜แˆจแŒƒ แ‹จแˆ›แ‰…แˆจแ‰ฅ แŒแ‹ดแ‰ณ แŠ แˆˆแ‰ แ‰ตแข

แŠฅแАแ‹šแˆ… แŠจแˆ€-แˆ แ‹จแ‰ฐแ‹˜แˆจแ‹˜แˆฉแ‰ต แ‰ แˆŒแˆ‰แ‰ แ‰ต แ‹จแˆแˆ…แŠ•แ‹ฒแˆตแŠ“ แ‹‹แŒ‹ แŒแˆแ‰ต แŠ แˆˆ แˆ›แˆˆแ‰ต แŠ แ‹ญแ‰ปแˆแˆแข แŒแˆแ‰ฑแˆ แ‰ แŒแ‹ฅ แŠ แ…แ‹ณแ‰‚ แŠฎแˆšแ‰ด แˆŠแ€แ‹ตแ‰… แŠ แ‹ญแŒˆแ‰ฃแˆแข

@etconp
โค9๐Ÿ‘4
_@etconp_2018_3rd_QUARTER_CONSTRUCTION_WORKS_ONLY_DIRECT_COST_PDF.pdf
26.5 MB
๐Ÿทแ‰ 2018 แ‹“.แˆ แˆถแˆตแ‰ฐแŠ› แˆฉแ‰ฅ แ‹“แˆ˜แ‰ต แ‰ฐแŒแ‰ฃแˆซแ‹Š แ‹จแˆšแ‹ฐแˆจแŒ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆฅแˆซแ‹Žแ‰ฝ แ‹ญแ‹แ‹Š แ‰€แŒฅแ‰ฐแŠ› แ‹‹แŒ‹ แ‰ฐแˆ˜แŠ• (3rd Quarter Construction Works of Direct Cost)

๐Ÿ”‘แ‰ แ‰ฐแˆˆแ‹ญ แ‹จแ‹‹แŒ‹ แ‰ฐแˆ˜แŠ• (BOQ - Priced bill of Quantities) แˆˆแˆแ‰ณแ‹ˆแŒก แ‹จแ‹ฒแ‹›แ‹ญแŠ• แŠ แˆ›แŠซแˆชแ‹Žแ‰ฝ แŠฅแŠ“ แ‹จแ•แˆฎแŒ€แŠญแ‰ต แˆ˜แˆแŠ•แ‹ฒแˆถแ‰ฝ แ‹ญแŒ แˆ›แ‰ฝแŠ‹แˆแข

๐Ÿ’ซแ‰ แˆŒแˆŽแ‰ฝ แ‹จแˆ€แŒˆแˆชแ‰ฑ แŠญแแˆŽแ‰ฝ แ‹จแˆแ‰ตแŒˆแŠ™ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝแˆ แŠฅแŠ•แ‹ฐแˆ˜แАแˆป แˆ€แˆณแ‰ฅ แ‹ญแŒ แ‰…แˆ›แ‰ฝแŠ‹แˆแข


๐ŸทYouTube๐Ÿ‘‡
https://youtube.com/@ethiopianconstruction7?si=ils307xXQQpIdCwG

๐ŸŒŸVacancy And Tender๐Ÿ‘‡
https://t.me/ETCONpWORK

@etconp
โค17๐Ÿ™7๐Ÿ‘5๐Ÿ”ฅ1
๐Ÿ‘‰ INTERCON Construction Chemicals 

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

โ˜Ž๏ธ Tel: 0961955555

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

๐Ÿ”น Addres 2: Wellosefer, Infront of
Dani Plaza
โค7๐Ÿ‘1
๐Ÿ‘‰Gravity Retaining Wall

๐Ÿ’ซConstruction Components and Cross Section

๐ŸšงImportant Question And Answer For Civil Engineering Student

1. What is a gravity retaining wall?

A gravity retaining wall is a structure that resists lateral earth pressure mainly by its own self-weight.

2. What are the main components of a gravity retaining wall?

Main components are:-

Stem (wall body)
Base footing
Heel
Toe
Backfill soil
Drainage layer
Weep holes
Foundation soil

3. What is the function of the heel in a retaining wall?

The heel is the rear part of the base slab that helps resist overturning and increases stability.

4. What is the function of the toe?

The toe is the front part of the footing that improves wall balance and sliding resistance.

5. Why are weep holes provided in retaining walls?

Weep holes release trapped water behind the wall and reduce hydrostatic pressure.

6. What materials are commonly used for gravity retaining walls?

Common materials:-

Plain concrete
Reinforced concrete
Stone masonry
Brick masonry

7. What forces act on a gravity retaining wall?

Main forces are:-

Earth pressure
Self-weight of wall
Water pressure
Surcharge load
Seismic force (if applicable)

8. What causes failure of a retaining wall?

Possible failures:-

Sliding failure
Overturning failure
Bearing failure
Excessive settlement

9. Why is drainage important behind retaining walls?

Proper drainage prevents water buildup, reduces pressure, and improves wall stability.

10. What is the main advantage of a gravity retaining wall?

It has simple construction, high durability, and good stability for small to medium heights.

#GravityRetainingWall #RetainingWall #CivilEngineering #StructuralEngineering #RCC #Construction #GeotechnicalEngineering #WallDesign #SiteEngineering #EngineeringNotes #CrossSection #ConstructionDetails

@etconp
โค16๐Ÿ‘4
๐Ÿ‘‰แ‰ แ‹ฐแ‰กแ‰ฅ แŠฎแˆชแ‹ซ แŠ แ‹แˆซ แŒŽแ‹ณแŠ“แ‹Žแ‰ฝ แˆ‹แ‹ญ แ‹จแˆšแ‰ณแ‹จแ‹ แŠ แ‹ฒแˆต แ‹จแŠขแŠ•แแˆซแˆตแ‰ตแˆซแŠญแ‰ธแˆญ แŒฅแ‰ แ‰ฅแฃ แ‹จแˆฐแ‹ แˆแŒ… แˆแŠ“แ‰ฅแŠ“ แ‰ดแŠญแŠ–แˆŽแŒ‚ แˆฒแ‰ฐแˆณแˆฐแˆฉ แ‹จแˆšแˆแŒฅแˆฉแ‰ตแŠ• แŠ แˆตแ‹ฐแŠ“แ‰‚ แ‹แŒคแ‰ต แ‹ซแˆณแ‹จแŠ“แˆแข

แ‰ฅแ‹™ แŒŠแ‹œ แ‰ แŠ แ‹แˆซ แŒŽแ‹ณแŠ“แ‹Žแ‰ฝ แ‹ณแˆญแ‰ป แ‹จแˆšแ‰†แˆ™ แˆจแ‹ฃแ‹ฅแˆ แŒแŠ•แ‰ฆแ‰ฝ แ‹‹แŠ“ แ‹“แˆ‹แˆ›แ‰ธแ‹ แ‹จแˆ˜แŠชแŠ“แ‹Žแ‰ฝแŠ• แŠจแแ‰ฐแŠ› แ‹ตแˆแ… แ‹ˆแ‹ฐ แˆฐแˆแˆญ แŠฅแŠ•แ‹ณแ‹ญแŒˆแ‰ฃ แˆ˜แŠจแˆแŠจแˆ แ‰ฅแ‰ป แАแ‰ แˆญแข


แŠ แˆแŠ• แŒแŠ• แ‹ฐแ‰กแ‰ฅ แŠฎแˆชแ‹ซแ‹แ‹ซแŠ• แŠฅแАแ‹šแˆ…แŠ• แ‰ฐแˆซ แ‹จแ‹ตแˆแ… แˆ˜แŠจแˆ‹แŠจแ‹ซ แŒแŠ•แ‰ฆแ‰ฝ แ‹ˆแ‹ฐ แŠƒแ‹ญแˆ แˆ›แˆ˜แŠ•แŒซแАแ‰ต แ‰€แ‹ญแˆจแ‹‹แ‰ธแ‹‹แˆแข
แŒแŠ•แ‰ฆแ‰น แˆ‹แ‹ญ แ‹จแ‰ฐแŒˆแŒ แˆ™แ‰ต แ‹จแ€แˆแ‹ญ แ‰ฅแˆญแˆƒแŠ• แˆ˜แˆณแ‰ขแ‹ซ (Solar Panels) แŠ•แŒฃแŽแ‰ฝแฃ แ‰ แ‰€แŠ• แ‹แˆตแŒฅ แ‹จแ€แˆแ‹ญแŠ• แ‰ฅแˆญแˆƒแŠ• แ‹ˆแ‹ฐ แŠ•แŒนแˆ• แ‹จแŠคแˆŒแŠญแ‰ตแˆชแŠญ แŠƒแ‹ญแˆ แŠฅแ‹จแ‰€แ‹จแˆฉ แ‰ แŒธแŒฅแ‰ณ แ‹ญแˆฐแˆซแˆ‰แข


แ‹ญแˆ… แˆแŒ แˆซ แ‰ แ‰ฐแˆˆแ‹ญ แŠฅแŠ•แ‹ฐ แŠฎแˆชแ‹ซ แ‰ฃแˆ‰ แ‹จแˆ˜แˆฌแ‰ต แŒฅแˆจแ‰ต แ‰ฃแˆˆแ‰ฃแ‰ธแ‹แŠ“ แ‰ แˆฐแ‹Žแ‰ฝ แ‰ แˆšแŒจแŠ“แАแ‰ แŠจแ‰ฐแˆžแ‰ฝ แ‹แˆตแŒฅ แ‰ตแˆแ‰… แˆ˜แแ‰ตแˆ” แ‹ญแ‹ž แˆ˜แŒฅแ‰ทแˆแข แˆˆแ‰ฅแ‰ปแ‹ แ‹จแ€แˆแ‹ญ แŠƒแ‹ญแˆ แˆ›แˆ˜แŠ•แŒซ แŠฅแˆญแˆป แˆˆแˆ˜แŒˆแŠ•แ‰ฃแ‰ต แˆฐแŠ แˆ˜แˆฌแ‰ต แŠจแˆ˜แˆแˆˆแŒ แ‹ญแˆแ‰…แฃ แ‰€แ‹ตแˆžแ‹แŠ‘ แˆˆแ‹ตแˆแ… แˆ˜แŠจแˆ‹แŠจแ‹ซแАแ‰ต แ‹จแ‰†แˆ™แ‰ตแŠ• แŒแŠ•แ‰ฆแ‰ฝ แˆ˜แŒ แ‰€แˆ›แ‰ธแ‹ "แŠ แŠ•แ‹ต แ‹ตแŠ•แŒ‹แ‹ญ แˆแˆˆแ‰ต แ‹ˆแ" แŠฅแŠ•แ‹ฐแˆšแ‰ฃแˆˆแ‹ แˆ†แŠ—แˆแข

แ‹ญแˆ… แŠ แŠซแˆ„แ‹ต แŠจแ‰ฐแˆžแ‰ฝ แ‹ˆแ‹ฐแŠแ‰ต แŠฅแŠ•แ‹ดแ‰ต "แ‰ฅแˆแŒฅ" แˆ˜แˆ†แŠ• แŠฅแŠ•แ‹ณแˆˆแ‰ฃแ‰ธแ‹ แ‹จแˆšแ‹ซแˆณแ‹ญ แ‰ตแˆแ‰… แ‰ตแˆแˆ…แˆญแ‰ต แŠ แˆˆแ‹แข แ‰ฐแˆซ แ‹จแˆšแˆ˜แˆตแˆ‰ แ‹จแˆ˜แˆ แˆจแ‰ฐ แˆแˆ›แ‰ต แŒแŠ•แ‰ฃแ‰ณแ‹Žแ‰ฝ แŠจแŠ แŠ•แ‹ต แ‰ แˆ‹แ‹ญ แŠ แŒˆแˆแŒแˆŽแ‰ต แŠฅแŠ•แ‹ฒแˆฐแŒก แ‰ฐแ‹ฐแˆญแŒˆแ‹ แˆฒแ‰ณแ‰€แ‹ฑแฃ แŠ แŠซแ‰ฃแ‰ขแŠ• แŠจแ‰ฅแŠญแˆˆแ‰ต แŠจแˆ˜แŒ แ‰ แ‰… แ‰ฃแˆˆแˆ แˆˆแˆ€แŒˆแˆญ แŠขแŠฎแŠ–แˆšแˆ แ‰ตแˆแ‰… แŠ แ‰…แˆ แ‹ญแˆแŒฅแˆซแˆ‰แข แ‹ฐแ‰กแ‰ฅ แŠฎแˆชแ‹ซแ‹แ‹ซแŠ• แŠ แ‹แˆซ แŒŽแ‹ณแŠ“แ‹Žแ‰ปแ‰ธแ‹แŠ• แ‹จแŠƒแ‹ญแˆ แˆ›แˆ˜แŠ•แŒซ แˆ˜แ‰ฐแˆ‹แˆˆแŠแ‹ซ แ‰ แˆ›แ‹ตแˆจแŒ‹แ‰ธแ‹แฃ แ‹จแАแŒˆแ‹ แ‹“แˆˆแˆ แŠ•แŒนแˆ•แŠ“ แ‰€แˆแŒฃแ‹ แŠฅแŠ•แ‹ฒแˆ†แŠ• แ‹จแŠขแŠ•แแˆซแˆตแ‰ตแˆซแŠญแ‰ธแˆญ แŒฅแ‰ แ‰ฅ แˆแŠ• แ‹ซแˆ…แˆ แ‹ˆแˆณแŠ แŠฅแŠ•แ‹ฐแˆ†แА แ‰ แ‰ฐแŒแ‰ฃแˆญ แŠฅแ‹ซแˆณแ‹ฉแŠ• แАแ‹แข

๏ปฟ

@etconp
โค9๐ŸŽ‰1
๐Ÿ‘‰ แ‹จแŒแŠ•แ‰ฃแ‰ณแ‹ แ‹˜แˆญแ แŠ แ‹ฐแŒ‹ แˆ‹แ‹ญ แˆ˜แ‹แ‹ฐแ‰แŠ• แ‹จ แŠ แŠ•แŒ‹แ‹แ‹ แˆฐแŠ•แˆปแ‹ญแŠ• แ‰ฐแ‰‹แˆซแŒญ แ‰ฃแˆˆแ‰คแ‰ต แ‹จแˆ†แŠ‘แŠ• แŠ แ‰ถ แˆณแˆ™แŠคแˆ แ‰ณแˆแˆฐ แŒˆแˆˆแ โš ๏ธ

๐Ÿ’ซแ‰  แ‹˜แˆญแ‰ แ‹จ แ‹‹แŒ‹ แŠ•แˆจแ‰ต แŠจ 400% แ‰ แˆ‹แ‹ญ แˆ˜แˆ†แŠ‘แŠ• แŒˆแˆแ€แ‹‹แˆ

๐Ÿ’ญ แŠ แˆธแ‹‹ แŠ แŠ•แ‹ต แˆฒแŠ– 100แˆบแˆ… แ‰ฅแˆญ แŒˆแ‰ฅแ‰ทแˆ
๐ŸŒ‹ แˆฒแˆšแŠ•แ‰ถ แŠฉแŠ•แ‰ณแˆ 2000 แ‰ฅแˆญ แŒˆแ‰ฅแ‰ทแˆ
๐Ÿชจ แŒ แŒ แˆญ แŠ แŠ•แ‹ต แˆฒแŠ– 80 แˆบแˆ… แŒˆแ‰ฅแ‰ทแˆ
๐ŸงŠ C30 แŠฎแŠ•แŠญแˆชแ‰ต 19,000 แ‰ฅแˆญ แŒˆแ‰ฅแ‰ทแˆ
โ›“๏ธโ€๐Ÿ’ฅ แŒแˆฎ แ‰  แŠชแˆŽ 250 แ‰ฅแˆญ แŒˆแ‰ฅแ‰ทแˆ

@etconp
โค18๐Ÿ‘6
๐Ÿ‘‰Road drainage keeps pavement dry and safe by removing surface and subsurface water; key elements are the road surface (with camber), kerb & gutter, side drains, inlets, storm drains, manholes, and outfalls โ€” design and maintenance before monsoon are critical in Mangaluru.

Overview

- Purpose: Remove rainwater quickly from the carriageway and subgrade to prevent pavement weakening, potholes, and skidding. Good drainage extends road life and improves safety.
- Two complementary systems: Surface (dewatering/runoff) and subsurface (underdrains/longitudinal drains); both must work together for effective performance.

Components and functions (detailed)

1. Road surface / Pavement โ€” Provides a smooth, mostly impermeable wearing course and is shaped to shed water. Top layer must be crack-free and properly sloped.
2. Camber (Cross fall) โ€” Typical slope: 2.5%โ€“3.0% (crown or one-sided on curves) to move water laterally to gutters/shoulders.
3. Shoulders โ€” Lateral support and extra width; act as a first path for runoff and emergency use.
4. Kerb / Curb โ€” Concrete/stone barrier separating carriageway from gutter; channels flow into the gutter and protects pavement edge.
5. Gutter โ€” Shallow channel along the kerb that collects runoff and directs it to inlets or side drains.
6. Side drain (catch drain / longitudinal drain) โ€” Collects water from gutters/shoulders and conveys it along the road; may be lined or unlined depending on site.
7. Inlet / Entry chamber (catch basin) โ€” Intermittent openings that admit surface water into the underground storm system; spacing depends on slope and runoff.
8. Drain (storm water drain / culvert) โ€” Pipes or lined channels that safely convey collected water to the outfall without damaging the road.
9. Manhole / Inspection chamber โ€” Access points for inspection, cleaning, and maintenance of underground drains.
10. Outfall / Discharge point โ€” Final discharge into a natural watercourse, retention pond, or municipal storm system; must avoid erosion at the outlet.

Crossโ€‘section labels (what to check on site)

- Camber (2.5%โ€“3.0%), Kerb, Gutter, Shoulder, Side drain, Inlet, Manhole, Storm drain, Outfall, Pavement, Subgrade.

Design & maintenance tips (actionable)
- Inspect and clear inlets, gutters, and side drains before and during monsoon.
- Maintain camber and repair surface cracks to prevent infiltration.
- Schedule manhole/inspection chamber cleaning at regular intervals to avoid blockages that create local flooding.

Quick checklist for Mangaluru (preโ€‘monsoon)
- Clear gutters & inlets; remove silt and debris.
- Check kerb integrity and repair broken sections.
- Verify outfall is unobstructed and protected against erosion.

@etconp
โค14
๐Ÿ‘‰Ramp Design & Dimension Details

๐Ÿ’ซA Ramp is a sloping surface used for vehicles to move between different levels safely and smoothly.

๐Ÿ‘Important Ramp Design Details

1.Maximum Ramp Slope: Usually limited to 15% for safe vehicle movement.
2.Transition Slope: A smoother transition of about 6% should be provided at the start and end of the ramp.
3.Transition Length:
Recommended around 137 inches (350 cm) for smooth vehicle entry.

๐Ÿ“œCorrect Ramp Design

โœ” Smooth transition provided
โœ” Prevents vehicle bottom touching
โœ” Comfortable and safe driving

๐Ÿ“œIncorrect Ramp Design

โœ˜ Sudden steep slope
โœ˜ No transition area
โœ˜ May damage vehicle underside

๐ŸทMain Components

โบRamp Surface
โบTransition Zone
โบEntry Point
โบExit Point
โบSlope Section

๐ŸšงAdvantages

โบImproves safety
โบReduces vehicle damage
โบProvides smooth movement
โบBetter driving comfort

#RampDesign #DrivewayRamp #CivilEngineering #RoadDesign #VehicleSafety #ConstructionDetails #EngineeringDrawing #RampSlope

@etconp
โค7๐Ÿ‘6๐Ÿ”ฅ1
‎๐Ÿ‘‰แˆตแˆˆ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠญแˆŒแˆ (Construction Claim)

‎1) แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠญแˆŒแˆ แˆแŠ•แ‹ตแАแ‹?

‎Construction Claim แˆ›แˆˆแ‰ต แ‰ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ•แˆฎแŒ€แŠญแ‰ต แ‹แˆตแŒฅ แŠจแŠฎแŠ•แ‰ตแˆซแ‰ต แ‹แŒญ แ‹จแ‰ฐแˆแŒ แˆจ แ‰ฝแŒแˆญ แˆแŠญแŠ•แ‹ซแ‰ต แ‰ฐแŒจแˆ›แˆช แŒˆแŠ•แ‹˜แ‰ฅ, แŒŠแ‹œ, แ‹ˆแ‹ญแˆ แˆŒแˆ‹ แˆ˜แ‰ฅแ‰ต แˆˆแˆ˜แŒ แ‹จแ‰… แ‹จแˆšแ‰€แˆญแ‰ฅ แŒฅแ‹ซแ‰„ แАแ‹แข

‎2) แ‹‹แŠ“ แ‹‹แŠ“ แ‹จแŠญแˆŒแˆ แŠ แ‹ญแАแ‰ถแ‰ฝ

‎1๏ธโƒฃ แ‹จแŒŠแ‹œ แŠญแˆŒแˆ (Time Claim)
‎แˆแŠญแŠ•แ‹ซแ‰ถแ‰ฝแก แ‹จแ‹ฒแ‹›แ‹ญแŠ• แ‹˜แŒแ‹ญแ‰ตแฃ แ‹จแˆ˜แˆฌแ‰ต แŠฅแŠ•แ‰…แ‹แ‰ตแฃ แ‹จแŠ แ‹จแˆญ แˆแŠ”แ‰ณแฃ แ‹จแŠ แˆˆแ‰ƒ (Employer) แ‹˜แŒแ‹ญแ‰ต
‎แ‹แŒคแ‰ตแก Extension of Time (EOT)
‎2๏ธโƒฃ แ‹จแŒˆแŠ•แ‹˜แ‰ฅ แŠญแˆŒแˆ (Cost / Monetary Claim)
‎แˆแŠญแŠ•แ‹ซแ‰ถแ‰ฝแก Variation, แ‹จแ‹‹แŒ‹ แŒจแˆ˜แˆญ, แ‰ฐแŒจแˆ›แˆช แˆตแˆซ
‎แ‹แŒคแ‰ตแก แ‰ฐแŒจแˆ›แˆช แŠญแแ‹ซ
‎3๏ธโƒฃ แ‹จแ‰ซแˆชแ‹ฌแˆฝแŠ• แŠญแˆŒแˆ (Variation Claim)
‎แŠจแˆ˜แŒ€แˆ˜แˆชแ‹ซแ‹ แ‹ฒแ‹›แ‹ญแŠ•/Scope แ‹แŒญ แˆตแˆซ แˆฒแŒจแˆ˜แˆญ แ‹ˆแ‹ญแˆ แˆฒแ‰€แАแˆต
‎4๏ธโƒฃ แ‹จแ‹ฒแˆŒแ‹ญ แŠญแˆŒแˆ (Delay Claim)

‎ ๐Ÿ‘แˆตแˆซ แˆฒแ‹˜แŒˆแ‹ญ แ‰ แˆ›แŠ• แˆแŠญแŠ•แ‹ซแ‰ต แŠฅแŠ•แ‹ฐแˆ†แА แ‹ญแˆ˜แˆˆแŠจแ‰ณแˆ
‎ ๐Ÿ‘แŠ แŠ•แ‹ณแŠ•แ‹ต แŒŠแ‹œ Loss & Expense แ‹ญแŒ แ‹จแ‰ƒแˆ

‎3) แŠญแˆŒแˆ แˆˆแˆ›แ‰…แˆจแ‰ฅ แ‹จแˆšแˆแˆˆแŒ‰ แˆฐแАแ‹ถแ‰ฝ

‎๐Ÿ‘แŠฎแŠ•แ‰ตแˆซแ‰ต (FIDIC แ‹ˆแ‹ญแˆ แˆŒแˆ‹)
‎๐Ÿ‘แ‹จแˆตแˆซ แ•แˆฎแŒแˆซแˆ (Baseline & Updated)
‎๐Ÿ‘Site Instructions / Letters
‎๐Ÿ‘Daily Reports
‎๐Ÿ‘Measurement & BOQ
‎แ‹จแ‹ˆแŒช แˆ›แˆตแˆจแŒƒ (Invoices, Payroll)

‎4) แ‹จแŠญแˆŒแˆ แˆ‚แ‹ฐแ‰ต (แ‰ แŠ แŒญแˆญ)
‎
๐Ÿ‘แŠญแˆตแ‰ฐแ‰ฑ แˆ˜แŠจแˆฐแ‰ต
‎ ๐Ÿ‘แ‰ แŠฎแŠ•แ‰ตแˆซแ‰ต แ‹จแ‰ฐแŒˆแˆˆแŒธ แŒŠแ‹œ แ‹แˆตแŒฅ Notice แˆ˜แˆ‹แŠญ
‎ ๐Ÿ‘แˆ›แˆตแˆจแŒƒ แˆ˜แˆฐแ‰ฅแˆฐแ‰ฅ
‎ ๐Ÿ‘แ‹แˆญแ‹แˆญ แŠญแˆŒแˆ แˆ›แ‰…แˆจแ‰ฅ
‎ ๐Ÿ‘แŒแˆแŒˆแˆ› / แˆตแˆแˆแАแ‰ต / แŠญแˆญแŠญแˆญ

‎5) แŠญแˆŒแˆ แˆˆแˆ˜แŠจแˆ‹แŠจแˆ (Claim Avoidance)

‎ ๐Ÿ‘แŒแˆแŒฝ แŠฎแŠ•แ‰ตแˆซแ‰ต
‎ ๐Ÿ‘แ‰ตแŠญแŠญแˆˆแŠ› แ‹จแˆตแˆซ แˆ˜แ‹แŒˆแ‰ฅ
‎ ๐Ÿ‘แˆแŒฃแŠ• แŒแŠ•แŠ™แАแ‰ต

@etconp
โค10๐Ÿ‘9
๐Ÿ‘‰แ‰ แˆแˆตแˆ‰ แˆ‹แ‹ญ แ‹จแˆšแ‰ณแ‹จแ‹ แ‰ แ‰ฃแŠ•แŠฎแŠญแฃ แ‰ณแ‹ญแˆ‹แŠ•แ‹ต แ‹จแˆšแŒˆแŠ˜แ‹ แ‰กแˆšแ‰ฆแˆ แ‹ตแˆแ‹ตแ‹ญ (Bhumibol Bridge) แАแ‹แข แ‹ญแˆ… แ‹ตแˆแ‹ตแ‹ญ "แ‹จแŠขแŠ•แ‹ฑแˆตแ‰ตแˆช แ‰€แˆˆแ‰ แ‰ต แˆ˜แŠ•แŒˆแ‹ต แ‹ตแˆแ‹ตแ‹ญ" (Industrial Ring Road Bridge) แ‰ฐแ‰ฅแˆŽแˆ แ‹ญแŒ แˆซแˆแข

๐Ÿšงแˆตแˆˆ แ‹ตแˆแ‹ตแ‹ฉ แŠ แŠ•แ‹ณแŠ•แ‹ต แ‰แˆแ แˆ˜แˆจแŒƒแ‹Žแ‰ฝแฆ

๐Ÿ”ท แŠ แŠซแ‰ฃแ‰ขแฆ แ‰ แ‰ณแ‹ญแˆ‹แŠ•แ‹ตแฃ แ‰ฃแŠ•แŠฎแŠญ แ‹แˆตแŒฅ แ‹จแˆšแŒˆแŠ˜แ‹แŠ• แ‹จแ‰ปแŠฆ แแˆซแ‹ซ แ‹ˆแŠ•แ‹แŠ• (Chao Phraya River) แˆแˆˆแ‰ต แŒŠแ‹œ แ‹ซแ‰‹แˆญแŒฃแˆแข

๐Ÿ”ท แˆ˜แ‹‹แ‰…แˆญแฆ แ‹ตแˆแ‹ตแ‹ฉ แ‰ แŒ แŠ•แŠซแˆซ แŠฌแ‰ฅแˆŽแ‰ฝ แ‹จแ‰ฐแ‹ˆแŒ แˆจ แˆฒแˆ†แŠ•แฃ แ‹จแŠ แˆแˆ›แ‹ แ‰…แˆญแŒฝ แ‹ซแˆ‹แ‰ธแ‹ แŠฅแŠ“ 173 แˆœแ‰ตแˆญ แŠฅแŠ“ 164 แˆœแ‰ตแˆญ แ‹จแˆšแˆจแ‹แˆ™ แˆแˆˆแ‰ต แ‰ตแˆ‹แˆแ‰… แˆแˆฐแˆถแ‹Žแ‰ฝ แŠ แˆ‰แ‰ตแข

๐Ÿ”ท แ‰ณแˆชแŠญแฆ แ‹ตแˆแ‹ตแ‹ฉ แ‹จแ‰ฐแˆฐแ‹จแˆ˜แ‹ แ‰ แ‰ณแ‹ญแˆ‹แŠ•แ‹ต แ‹จแ‰€แ‹ตแˆž แŠ•แŒ‰แˆฅ แ‰กแˆšแ‰ฆแˆ แŠ แ‹ฑแˆแ‹ซแ‹ฐแŒ… (King Bhumibol Adulyadej) แˆตแˆ แˆฒแˆ†แŠ•แฃ แ‰ แ‹ญแ‹ แ‹จแ‰ฐแˆ˜แˆจแ‰€แ‹ แ‰ แ‰ณแŠ…แˆฃแˆฅ 2006 แ‹“.แˆ. (แŠฅแŠ•แ‹ฐ แŠ แ‹แˆฎแ“แ‹แ‹ซแŠ• แŠ แ‰†แŒฃแŒ แˆญ) แАแ‹แข

๐Ÿ”ท แ‹“แˆ‹แˆ›แฆ แ‰ แ‹ฐแ‰กแ‰ฅ แ‰ฃแŠ•แŠฎแŠญ แ‹ซแˆˆแ‹แŠ• แ‹จแ‰ตแˆซแŠแŠญ แˆ˜แŒจแŠ“แАแ‰… แˆˆแˆ˜แ‰€แАแˆต แŠฅแŠ“ แ‹จแŠขแŠ•แ‹ฑแˆตแ‰ตแˆช แ‰€แŒ แŠ“แ‹Žแ‰ฝแŠ• แˆˆแˆ›แŒˆแŠ“แŠ˜แ‰ต แ‰ณแˆตแ‰ฆ แ‹จแ‰ฐแŒˆแАแ‰ฃ แАแ‹แข

๐Ÿ”ท แˆแ‹ฉ แŒˆแŒฝแ‰ณแฆ แ‹ตแˆแ‹ตแ‹ฉ แ‰ แˆแˆฝแ‰ต แ‰ แˆšแ‹ซแˆ›แˆแˆฉ แˆ˜แ‰ฅแˆซแ‰ถแ‰ฝ แˆตแˆˆแˆšแ‰ แˆซ แˆˆแŠจแ‰ฐแˆ›แ‹‹ แ‹แ‰ แ‰ตแŠ• แ‹จแˆšแˆฐแŒฅ แ‰ตแˆแ‰… แˆแˆแŠญแ‰ต (landmark) แ‰ฐแ‹ฐแˆญแŒŽ แ‹ญแ‹ˆแˆฐแ‹ณแˆแข

@etconp
โค14๐Ÿ‘2๐Ÿ‘2
๐Ÿ‘‰ INTERCON Construction Chemicals 

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

โ˜Ž๏ธ Tel: 0961955555

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

๐Ÿ”น Addres 2: Wellosefer, Infront of
Dani Plaza
โค4
๐Ÿ‘‰7 Types Of Retaining Wall

๐Ÿงฑ Gravity Wall

- Relies on its mass for stability.
- Typically up to 3 m height.
- No steel reinforcement required.
- Best use: Low landscaping and boundary walls.

๐Ÿ—๏ธ Cantilever Wall

- Made of Reinforced Cement Concrete (RCC).
- Suitable for 3โ€“8 m height.
- Most commonly used type.
- Best use: Residential projects and commercial sites.

๐Ÿ”ฉ Counterfort Wall

- Uses ribs (counterforts) to reduce bending stress.
- Effective for 8 m+ height.
- Requires complex formwork.
- Best use: High retaining heights and heavy load areas.

๐ŸŒŠ Sheet Pile Wall

- Thin sheets driven into the ground.
- Can be reused.
- Ideal for waterfront construction.
- Best use: Marinas, docks, and waterfront structures.

โš™๏ธ Anchored Wall

- Stabilized with pre-stressed anchors.
- Suitable for deep excavations.
- Common in urban settings.
- Best use: Basements, subways, and urban sites.

๐Ÿšง MSE Wall (Mechanically Stabilized Earth Wall)

- Reinforced with geogrids.
- Flexible and durable.
- Widely used in transport infrastructure.
- Best use: Highway embankments and ramps.

๐ŸŒฟ Gabion Wall

- Constructed with stone-filled mesh baskets.
- Naturally self-draining.
- Environmentally friendly.
- Best use: Riverbanks, erosion control, and landscaping.

โœ… Choosing the Right Wall
Factors to consider:

- Height of soil to be retained
- Soil & water conditions
- Space & accessibility
- Cost & durability

#RetainingWalls #ConstructionDesign #StructuralEngineering #Landscaping #Infrastructure #EcoFriendlyDesign

@etconp
โค8
๐Ÿ‘‰Structural Force Diagram Analysis

๐Ÿ’ซThis structural analysis sheet explains how to calculate support reactions, shear force, bending moment, and normal force in a beam.

๐ŸšงDifferent loads are converted into force components, and engineering equations are used to draw the structural force diagrams accurately.

๐Ÿ”ฐThese diagrams help engineers understand beam behavior, stability, and load distribution in construction design.

#StructuralAnalysis #CivilEngineering #BeamDesign #ShearForce #BendingMoment #StructuralMechanics #EngineeringNotes #ConstructionEngineering
#BeamCalculation

@etconp
๐Ÿ‘6โค4
๐Ÿ‘‰Reinforced Concrete Beam Design

๐Ÿ’ซA reinforced concrete beam transfers loads safely between columns and supports structural stability.

๐ŸšงThe beam depth and width are commonly estimated using span ratios such as H = L/12 and B = L/24 for preliminary design.

โบAdditional bent-up reinforcement bars are used near supports to resist shear force and top tension in long-span beams.

#RCCBeam #BeamDesign #StructuralEngineering #CivilEngineering #ConcreteBeam #BeamReinforcement #ConstructionDetails #StructuralDesign #EngineeringNotes #ReinforcedConcrete #BeamDetailing #BuildingConstruction #CivilEngineer

@etconp
โค10๐Ÿ‘8