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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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The fixed support in a real beam becomes in the conjugate beam a
(A) Roller support
(B) Hinged support (C) Fixed support (D) Free end
Anonymous Quiz
15%
A
30%
B
40%
C
15%
D
๐Ÿ‘6๐Ÿ‘1
The maximum bending moment due to a train of wheel loads on a simply supported girder
(A) Always occurs at centre of span
(B) Always occurs under a wheel load (C) Never occurs under a wheel load (D) None of the above
Anonymous Quiz
52%
A
33%
B
10%
C
5%
D
๐Ÿ‘Œ11โค6๐ŸŽ‰5๐Ÿ‘4
๐Ÿ‘‰แ‹จ แ‹›แˆฌ Quiz แ‰กแŒ แŠฅแŠ•แ‹ดแ‰ต แАแ‰ แˆญ?

...แŠจแ‹ˆแ‹ฐแ‹ณแ‰นแ‰ต แŠฅแŠ“ แŠฅแŠ•แ‹ฒแ‰€แŒฅแˆ แŠจแˆแˆˆแŒ‰ แ‰  โค แˆชแŠฃแŠญแˆฝแŠ• แŠ แ‰ แˆญแ‰ฑแŠ• แˆˆแ‹ˆแ‹ณแŒ…แ‹Ž แ‰ แˆ›แŒ‹แˆซแ‰ต แ‹ซแŒแ‹™แŠ•๐Ÿ™

๐Ÿ’ซแ‹ฐแŠ“ แ‹ฐแˆฉ แˆ˜แˆแŠซแˆ แˆแˆฝแ‰ต๐Ÿ˜‡

@etconp
โค99๐Ÿ‘16๐Ÿ‘4๐Ÿ”ฅ3
๐Ÿ‘‰ INTERCON Construction Chemicals 

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Address: Signal, around signal mall
๐Ÿ‘3
๐Ÿ‘‰Pre-stressed concrete:

๐Ÿ’ซPre stressed concrete is concrete that has been brought in a state of compression before the work load is applied.

๐ŸšงThis is done by putting tension on the steel inside and can be done in a number of ways.

โบEither steel cables are tensioned and rebar is put down before the concrete is poured.

โบThen after the concrete has set the tension on the cables is released putting the concrete in compression.

Post tensioning:

Post tensioning is a technique where the pre-stressing is done by stretching the cables after the concrete has set.

This takes considerably more work and much extra rebar is needed to prevent damage during the tensioning process.

@etconp
๐Ÿ‘11โค5๐ŸŽ‰1
๐Ÿ‘‰แ‹จแ‰ดแˆŒแŒแˆซแ แŒธแˆแŠ แˆฎแ‰ แˆญแ‰ต แŒƒแŠญแˆ›แŠ• แˆฐแˆžแŠ‘แŠ• แ‰ แˆณแ‹‘แ‹ฒ แŠ แˆจแ‰ขแ‹ซ แŠจแАแ‰ แˆจแ‹ แ‰†แ‹ญแ‰ณ แ‰ แŠƒแˆ‹ "Saudi Arabia is building the worldโ€™s largest hotel โ€“ but it may never open" แ‰ แˆšแˆ แˆญแ‹•แˆต แ‰ฃแ‰€แˆจแ‰ แ‹ แˆ˜แŒฃแŒฅแ แˆณแ‹‘แ‹ฒ 47 แ‹ˆแˆˆแˆŽแ‰ฝ แŠฅแŠ“ 10 แˆบแˆ… แ‰…แŠ•แŒก แŠญแแˆŽแ‰ฝ แ‹ซแˆˆแ‹ แŒแ‹™แ แˆ†แ‰ดแˆ แˆ˜แŒˆแŠ•แ‰ฃแ‰ต แŠจแŒ€แˆ˜แˆจแ‰ฝ แ‹จแ‰†แ‹จ แ‰ขแˆ†แŠ•แˆ แ‹จแˆšแŒ แŠ“แ‰€แ‰…แ‰ แ‰ต แ‰€แŠ• แŒแŠ• แ‰ แŒฃแˆ แ‹ญแŠ“แˆแ‰ƒแˆ แˆฒแˆ แ‹˜แŒแ‰งแˆแข

แˆณแ‹‘แ‹ฒ แŠ แˆจแ‰ขแ‹ซ แŠจแŒญแˆต แŠ แˆแ‰ฃแ‹ แ‹จแ‰ฑแˆชแ‹แˆ แŠขแŠ•แ‹ฑแˆตแ‰ตแˆช แ‹จแ‰ แˆˆแŒ  แ‰ฐแŒ แ‰ƒแˆš แˆˆแˆ˜แˆ†แŠ• แŒฝแŠ‘ แแˆ‹แŒŽแ‰ต แ‹ซแˆ‹แ‰ต แˆ˜แˆ†แŠ‘แŠ• แ‰ แŒนแˆ‘แ‰ แ‹จแŒ แ‰†แˆ˜แ‹ แŒธแˆแŠแ‹แฃ แ‰ แАแ‹ณแŒ… แ‹˜แ‹ญแ‰ต แˆ€แ‰ฅแ‰ต แ‹จแ‰ แˆˆแŒธแŒˆแ‰ฝแ‹‹ แˆณแ‹‘แ‹ฒ แˆˆแ‰ฑแˆชแ‹แˆ แŠขแŠ•แ‹ฐแˆตแ‰ตแˆช แ‹ญแŒ แ‰…แˆ แ‹˜แŠ•แ‹ต แ‹จแŠ แˆˆแˆ›แ‰ฝแŠ• แ‰ตแˆแ‰แŠ• แˆ†แ‰ดแˆ แˆ˜แŒˆแŠ•แ‰ฃแ‰ต แŠจแŒ€แˆ˜แˆจแ‰ฝ 10 แŠ แˆ˜แ‰ต แ‰ขแ‹ซแˆแ‹แ‰ตแˆ แŠ แˆแŠ•แˆ แ‹ตแˆจแˆต แŒแŠ• แˆ›แŒ แŠ“แ‰€แ‰… แŠ แˆแ‰ปแˆˆแ‰ฝแˆ แ‹ญแˆ‹แˆแข

แŒแ‹™แ‰ แˆ†แ‰ดแˆ Abraj Kudai แ‰ฐแ‰ฅแˆŽ แАแ‹ แ‹จแˆšแŒ แˆซแ‹แค แŒแŠ•แ‰ฃแ‰ณแ‹ แˆฒแŒ€แˆ˜แˆญ 2.3 แ‰ขแˆŠแ‹ฎแŠ• แ“แ‹แŠ•แ‹ต แ‹ญแˆแŒƒแˆ แ‰ฐแ‰ฅแˆŽ แ‰ แŒ€แ‰ต แ‹จแ‰ฐแ‹ซแ‹˜แˆˆแ‰ต แ‰ขแˆ†แŠ•แˆแฃ แˆ˜แŒ แŠ“แ‰€แ‰… แŠ แˆˆแˆ˜แ‰ปแˆ‰ แŒแŠ• แŠฅแˆตแŠซแˆแŠ• แŠฅแŠ•แ‰†แ‰…แˆแˆฝ แˆ†แŠ“แˆแข

แˆ†แ‰ดแˆ‰ แ‰ แ‹แˆตแŒก 70 แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แˆฌแˆตแ‰ถแˆซแŠ•แ‰ถแ‰ฝแŠ• แ‹จแˆšแ‹ญแ‹ แŠจแˆ˜แˆ†แŠ‘แˆ แ‰ แˆ‹แ‹ญแฃ แŠ แˆซแ‰ต แ‹จแˆ”แˆŠแŠฎแ•แ‰ฐแˆญ แˆ›แˆจแŠแ‹ซแˆ แ‹ญแŠ–แˆจแ‹‹แˆแค แ‹จแˆ™แˆตแˆŠแˆžแ‰ฝ แ‰…แ‹ฑแˆต แŠจแ‰ฐแˆ› แ‰ แˆ†แАแ‰ฝแ‹ แˆ˜แŠซ แŠจแ‰ฐแˆ› แ‹แˆตแŒฅ แŠฅแ‹จแ‰ฐแŒˆแАแ‰ฃ แ‹ซแˆˆแ‹ แˆ†แ‰ดแˆ แˆฒแŒ แŠ“แ‰€แ‰€ แ‹ˆแ‹ฐ แˆ˜แŠซ แ‰ แˆ€แŒ‚ แŒ‰แ‹ž แ‹ˆแ‹ฐ แŠจแ‰ฐแˆ›แ‹‹ แ‹จแˆšแˆ˜แŒก แŠ แˆ›แŠžแ‰ฝแŠ• แแˆ‹แŒŽแ‰ต แ‰ แ‰ แ‰‚ แˆแŠ”แ‰ณ แˆŠแ‹ซแˆŸแˆ‹ แ‹ญแ‰ฝแˆ แŠฅแŠ•แ‹ฐแАแ‰ แˆญ แ‹ญแАแŒˆแˆซแˆแข

@etconp
โค5๐Ÿ‘3
๐Ÿ‘‰แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‰ฃแˆˆแ‰แ‰ต แ‹˜แŒ แŠ แ‹ˆแˆซแ‰ต แŠจ6.3 แˆšแˆŠแ‹จแŠ• แ‰ฅแˆญ แ‰ แˆ‹แ‹ญ แ‹จแˆšแŒˆแˆ˜แ‰ต แ‹จแˆ˜แŠ•แŒˆแ‹ต  แˆƒแ‰ฅแ‰ต แˆ‹แ‹ญ แŒ‰แ‹ณแ‰ต แ‹ฐแˆจแˆฐ

๐Ÿšงแ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰  แŠจแ‰ฐแˆ› แ‰ 2017 แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต แ‰ฃแˆˆแ‰แ‰ต แ‹˜แŒ แŠ  แ‹ˆแˆซแ‰ต แ‰ แŠจแ‰ฐแˆ›แ‹‹ แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แŠ แŠซแ‰ฃแ‰ขแ‹Žแ‰ฝ แ‰ แ‰ฐแˆฝแŠจแˆญแŠซแˆชแ‹Žแ‰ฝ แŒแŒญแ‰ต แˆแŠญแŠ•แ‹ซแ‰ต แŠจ6 แАแŒฅแ‰ฅ 3 แˆšแˆŠแ‹ฎแŠ• แ‰ฅแˆญ แ‰ แˆ‹แ‹ญ แŒแˆแ‰ต แ‰ฃแˆˆแ‹ แ‹จแˆ˜แŠ•แŒˆแ‹ต แˆ˜แˆฐแˆจแ‰ฐ แˆแˆ›แ‰ต แˆ‹แ‹ญ แŒ‰แ‹ณแ‰ต แˆ˜แ‹ตแˆจแˆฑ แ‰ฐแŒˆแˆแŒฟแˆแข

แ‰ แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ฑ แ‹จแˆ˜แŒ€แˆ˜แˆชแ‹ซ แŒแˆ›แˆฝ แ‹“แˆ˜แ‰ต แ‰ แŠ แŒ แ‰ƒแˆ‹แ‹ญ 182 แ‹จแ‰ฐแˆฝแŠจแˆญแŠซแˆช แŒแŒญแ‰ต แŠ แ‹ฐแŒ‹แ‹Žแ‰ฝ แ‹จแ‹ฐแˆจแˆฑ แˆฒแˆ†แŠ• แŠจแŠฅแАแ‹šแˆ…แˆ แ‹แˆตแŒฅ 21 แŠ แ‹ฐแŒ‹แ‹Žแ‰ฝ แ‰ แ‰€แˆˆแ‰ แ‰ต แˆ˜แŠ•แŒˆแ‹ต แˆ‹แ‹ญ แ‰ฐแŠจแˆตแ‰ฐแ‹‹แˆแกแก131 แ‹จแŒแŒญแ‰ต แŠ แ‹ฐแŒ‹แ‹Žแ‰ฝ แ‹ฐแŒแˆž แŠจแ‰€แˆˆแ‰ แ‰ต แˆ˜แŠ•แŒˆแ‹ต แ‹แŒช แ‹จแ‹ฐแˆจแˆฑ แŠ“แ‰ธแ‹แกแก

แŠจแ‹šแˆ…แˆ แ‰ แ‰ฐแŒจแˆ›แˆชแค แ‰ แŠฅแŒแˆจแŠ› แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แˆ‹แ‹ญ แ‹จแŒแŠ•แ‰ฃแ‰ณ แŒแ‰ฅแ‹“แ‰ตแŠ“ แ‰ฐแˆจแˆ แˆแˆญแ‰ต แ‰ฃแŠจแˆ›แ‰นแŠ“ แˆŒแˆŽแ‰ฝ แ‹จแˆ˜แŠ•แŒˆแ‹ต แˆ˜แ‰ฅแ‰ต แŒฅแˆฐแ‰ถแ‰ฝ แ‰ แˆแ€แˆ™ แŠ แŠซแˆ‹แ‰ต แ‹จแ…แˆแ แˆ›แˆตแŒ แŠ•แ‰€แ‰‚แ‹ซแŠ“ แ‹จแŠฅแˆญแˆแ‰ต แŠฅแˆญแˆแŒƒ แ‰ แˆ˜แ‹ˆแˆฐแ‹ต แˆ›แˆตแ‰ฐแŠซแŠจแ‹ซ แ‰ฐแ‹ฐแˆญแŒ“แˆแกแก

แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แˆ˜แˆตแˆชแ‹ซ แ‰คแ‰ฑ แ‰ แ‰ฐแˆฝแŠจแˆญแŠซแˆช แŒแŒญแ‰ต แˆแŠญแŠ•แ‹ซแ‰ต แŒ‰แ‹ณแ‰ต แ‹จแ‹ฐแˆจแˆฐแ‰ แ‰ตแŠ• แ‹จแˆ˜แŠ•แŒˆแ‹ต แˆ€แ‰ฅแ‰ต แŠจแˆ˜แŒ แŒˆแŠ• แŒŽแŠ• แˆˆแŒŽแŠ•แฃ แŠจแŒ‰แ‹ณแ‰ต แŠ แ‹ตแˆซแˆพแ‰ฝแŠ“ แŠจแˆŒแˆŽแ‰ฝ แ‹จแˆ˜แŠ•แŒˆแ‹ต แŒ‰แ‹ณแ‰ต แŠซแˆฃ แŠญแแ‹ซแ‹Žแ‰ฝ แŠจ23 แАแŒฅแ‰ฅ 4 แˆšแˆŠแ‹ฎแŠ• แ‰ฅแˆญ แ‰ แˆ‹แ‹ญ แŠญแแ‹ซ แˆ˜แˆฐแ‰ฅแˆฐแ‰กแŠ• แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แˆแŠญแ‰ตแˆ แŠƒแˆ‹แŠ แŠ แ‰ถ แŠฅแ‹ซแˆฑ แˆฐแˆˆแˆžแŠ• แˆˆแ‰ฅแˆตแˆซแ‰ต แˆฌแ‹ฒแ‹ฎ แŠฅแŠ“ แ‰ดแˆŒแ‰ชแ‹ฅแŠ• แ‰ฐแŠ“แŒแˆจแ‹‹แˆแกแก

@etconp
๐Ÿ‘6
๐Ÿ‘‰A household wastewater treatment system, integrating a grease trap, septic tank, and anaerobic filter.

The system processes wastewater by separating solids, breaking down organic matter, and filtering the effluent before it is discharged.

The treated water can be used for irrigation, infiltration fields, absorption wells, or even safely returned to a natural water source.

This setup promotes sustainable water management, reducing environmental impact while maintaining efficient waste disposal.

@etconp
โค6๐Ÿ‘4๐Ÿ”ฅ1
๐Ÿ‘‰The purpose of taking laboratory tests after the compaction of the sub-base in road or highway construction is to ensure the quality and stability of the sub-base layer, which is crucial for the overall performance of the pavement structure.

๐ŸทThe key objectives include:

๐Ÿšง1. Density and Compaction Verification: To measure the density of the compacted sub-base and ensure it meets specified standards.

Proper compaction is essential to prevent future settlement or deformation.

๐Ÿšง2. Moisture Content Analysis: To determine the moisture content of the sub-base, which affects compaction and stability.

This helps in ensuring that the compaction process was conducted at the optimal moisture level.

๐Ÿšง3. Strength Assessment: Tests such as California Bearing Ratio (CBR) or Unconfined Compressive Strength (UCS) are performed to evaluate the load-bearing capacity of the sub-base material.

๐Ÿšง4. Material Quality Evaluation: To analyze the physical and chemical properties of the materials used, ensuring they meet the engineering requirements specified in design documents.

๐Ÿšง5. Detection of Deficiencies: To identify any potential problems, such as inadequate compaction, improper material usage, or moisture issues, that could affect the performance of the road.

๐Ÿšง6. Compliance with Standards: To ensure that the construction meets regulatory and engineering standards, providing a safe and durable road structure.

๐Ÿšง7. Future Maintenance Planning: The results can inform future maintenance strategies by identifying weak areas that may require attention.

โ‡๏ธConducting these tests helps in achieving a reliable and long-lasting road or highway infrastructure.

@etconp
๐Ÿ‘16โค4
๐Ÿ‘‰แАแŒป แ‹จแ‰ตแˆแˆ…แˆญแ‰ต แ‹•แ‹ตแˆ

๐Ÿ’ซแ‹ฉแˆฒแŠคแˆ แ‰ฃแˆญแ‰ตแˆŒแ‰ต แ‹แŠจแˆแ‰ฒ แŠฆแ แ‹˜ แ‰ขแˆแ‰ต แŠขแŠ•แ‰ซแ‹ญแˆฎแŠ•แˆ˜แŠ•แ‰ต แˆˆแŠ•แ‹ฐแŠ•แฃ แŠขแŠ•แŒแˆ‹แŠ•แ‹ตแข

๐Ÿšงแ‰ แŠชแАแˆ…แŠ•แŒปแฃ แ‰ แŠจแ‰ฐแˆ› แŠฅแ‰…แ‹ตแฃ แ‰ แŠ แŠซแ‰ฃแ‰ข แˆแˆ…แŠ•แ‹ตแˆตแŠ“ แŠฅแŠ“ แ‰ แ‰ฐแŒˆแАแ‰ฃแ‹ แŠ แŠซแ‰ฃแ‰ข แˆ‹แ‹ญ แŠจแˆฐแˆ€แˆซ แ‰ แ‰ณแ‰ฝ แˆ‹แˆ‰ แŠ แˆ˜แˆแŠซแ‰พแ‰ฝ แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แ‹จแˆแˆˆแ‰ฐแŠ› แ‹ฒแŒแˆช แАแŒป แ‹จแ‰ตแˆแˆ…แˆญแ‰ต แ‹•แ‹ตแˆแข

๐Ÿ“œแ‹แˆญแ‹แˆฉแŠ• แŠจแˆ›แˆตแˆแŠ•แŒ แˆญแ‹ซแ‹ แŠ แŒแŠแ‰ฐแ‹ แ‹ซแˆ˜แˆแŠญแ‰ฑ๐Ÿ‘‡

๐ŸŒŸแˆ˜แˆแŠซแˆ แ‹•แ‹ตแˆ


https://www.ucl.ac.uk/bartlett/study/scholarships-and-funding/bartlett-promise-scholarship/bartlett-promise-sub-saharan-africa-masters-scholarship

@etconp
โค12๐Ÿ‘7
๐Ÿ‘‰The effectiveness of reinforcement concrete lies in the complementary strengths of its components:

๐Ÿ’ซ1.High Compressive Strength: Concrete is appropriate for pavements, foundations, and columns because it can support heavy loads without deforming.

๐Ÿ’ซ2.High Tensile Strength: The structural integrity and prevention of cracks are ensured by the resistance of steel reinforcement to tensile pressures.

๐Ÿ’ซ3.Durability: When properly engineered, reinforced concrete is naturally resistant to weathering, fire, and chemical attacks.

๐Ÿ’ซ4.Workability: Architects can realize imaginative designs since it can be poured into molds and sculpted into almost any shape.

Admixtures have also been added by contemporary technology to improve qualities including workability, curing time, and environmental resistance.

@etconp
๐Ÿ‘16
๐Ÿ‘‰Structural behavior of cantilever beams A famous photograph by Benjamin Baker, in which through a living model the cantilever structural principle on which the solution to the Firth Bridge over the Forth was based.

๐Ÿ’ซTo illustrate the structural theory of a cantilever beam (Gerber), a human demonstration was carried out. The loads were represented by the person sitting in the middle of the span of the suspended span.

โบThe arms of the persons seated on both sides represented the traction at the joints; the wooden bars, the compression at the lower elements, and the bricks, the anchor points located at the pylons.

โบThe chairs represent the granite piles.

โบImagine the chairs 500 m apart and the men's heads as high as St. Paul's cross (London church, 104 m) their arms are represented by steel beams and the canes by 3.5 m diameter tubes at the base you get a good notion of the structure.

๐Ÿ“œHeinrich Gerber applied in 1866 a theory that consisted in subdividing the continuous beam through ball-and-socket joints "which define a point of zero bending moment".

โ–ถ๏ธThis type of beam with intermediate joints is what is now known as a Gerber beam. The position where these hinges are located allows for influencing the behavior of the beam; therefore, it is not only used directly in some structures but in some projects, a real beam can be idealized by assimilating it to a Gerber beam, whose isostatic allows a simple approximate calculation.

@etconp
โค9๐Ÿ‘5
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๐Ÿ‘‰Why Building Collapse

๐Ÿ’ซThere are several reasons why buildings can collapse,but one of the most significant causes of building collapses is column buckling.

โบColumn buckling is a phenomenon where a structural column fails due to an applied load exceeding its load-bearing capacity.

โ–ถ๏ธIt occurs when a column, typically made of steel or concrete, is too long and slender in relation to its cross-sectional area.

โบWhen the column is subjected to compressive forces, it starts to deform, and the cross-sectional area of the column begins to bend out of shape.

โ‡๏ธAs the deformation continues, the column loses its stability and collapses.

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๐Ÿ‘‰Terrace Tar Felt Waterproofing

1. Melt the tar coal at 250ยฐF

2. Pour requisite amount on the slab

3. Spread the tar on area where the felt sheet will be laid

4. Spray tar coal on the back of the sheet and place it on the slab. The hot tar will act as the bonding agent. Make sure to overlap the sheets.

5. Take at least 1โ€™ of the applied sheet on the wall creating a golagola. This is done to cover the joint.

Make sure all pointed edges of the columns are cut before the process starts to avoid any cutting of the felt.

8. Store a pool of water on the terrace to check for any leaks.

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๐Ÿ“œแ‹แˆญแ‹แˆฉแŠ• แ‰ แˆ›แˆตแˆแŠ•แŒ แˆญแ‹ซแ‹ แ‰ฐแŒ แ‰…แˆ˜แ‹ แ‹ญแˆ˜แˆแŠจแ‰ฑ๐Ÿ‘‡

https://gb-stipendium.de/application

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