Ethio Construction Engineering
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159. In rolled steel beams, shear force is mostly resisted by
Anonymous Quiz
19%
(a) web only
22%
(b) flanges only
52%
(c) web and flanges together
8%
(d) none of the above
๐Ÿ‘5โค1
๐Ÿ‘‰RECYCLABLE AND LOW-CARBON CONCRETE

๐Ÿ’ซRecyclable and low-carbon concrete refers to concrete mixtures and construction practices designed to reduce environmental impact while maintaining performance. Here's a breakdown:

โ™ป๏ธ Recyclable Concrete
Concrete that can be reused or recycled at the end of its life.

๐ŸทKey Features:

โบRecycled Aggregates: Crushed concrete used in new mixes.
โบSupplementary Cementitious Materials (SCMs): Like fly ash or slag, reducing cement use.
Concrete Reuse: Whole blocks or panels reused in modular construction.
โบDemolition-Friendly Design: Enables easy separation of materials.

๐ŸŒ Low-Carbon Concrete
Concrete with reduced greenhouse gas emissions, especially COโ‚‚.

โบLow-Carbon Strategies:
Cement Replacement:
Fly ash
Slag
Silica fume
Calcined clay (LCยณ)
Carbon Capture & Utilization (CCU):
Injecting COโ‚‚ during mixing (e.g., CarbonCure)
Geopolymer Concrete:
No Portland cement; made from industrial byproducts.
Carbon-Negative Additives:
Biochar or mineralized COโ‚‚ materials.
Efficient Mix Design:
Optimized water-cement ratio
High early strength for thinner elements

๐Ÿ”„ Synergy Between Recyclable and Low-Carbon Approaches
Recycled aggregates help avoid virgin material use.
Using SCMs both reduces carbon and increases durability.
Designing for reuse lowers lifecycle carbon footprint.
๐Ÿ“‰ Environmental Benefits
Up to 60โ€“80% lower COโ‚‚ emissions (depending on mix)
Reduced landfill waste
Lower embodied energy.

Via Yonatan Tadesse (PMPยฎ๏ธ)

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โบแŠ แˆˆแˆแŠ แ‰€แ แ‹จแŠชแАแˆ…แŠ•แŒป แŠ•แ‹ตแ แ‹แ‹ตแ‹ตแˆญ

๐Ÿ”ฐแˆˆแˆ˜แŒ€แˆ˜แˆญแ‹ซ แ‹ฒแŒแˆช แ‹จแŠชแАแˆ…แŠ•แŒป แ‰ตแˆแˆ…แˆญแ‰ต แ‰ฐแˆ›แˆชแ‹Žแ‰ฝแข

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๐Ÿ“œแ‹แˆญแ‹แˆฉแŠ• แˆˆแˆ˜แˆ˜แˆแŠจแ‰ต แŠฅแŠ“ แˆˆแˆ˜แ‹ˆแ‹ณแ‹ฐแˆญ แŠจแ‰ณแ‰ฝ แ‹จแ‰ฐแ‹ซแ‹ซแ‹˜แ‹แŠ• แˆ›แˆตแˆแŠ•แŒ แˆญแ‹ซ แˆ˜แŒ แ‰€แˆ แ‹ญแ‰ปแˆ‹แˆ

โญ๏ธ10th edition of TDB! The architecture competition aims to create a Museum of Geology.

โ‡๏ธParticipate & present architectural design skills to eminent jurors at The Drawing Board 2025.

โšก๏ธSubmission Deadline: 6th Sep 2025.

๐ŸทDownload Design Brief Now.

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๐Ÿ‘‰Footing near existing adjacent footing

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Ethio Construction Engineering
๐Ÿ‘‰Footing near existing adjacent footing @etconp ๐Ÿ‘‡
๐Ÿ‘‰Footing near existing adjacent footing

๐Ÿ’ซWhen new foundations are constructed, the foundations of existing adjacent old structures are likely to be affected due to undermining by excavations, vibration, etc.

๐ŸทThe intensity of damage caused to the old structure depends upon two factors:

1-    Distance between the new and old structures.
2-    Depth of new foundations.

๐ŸšงIn order to avoid chances of damage to the existing adjacent old structures, the following rules are applied:

1-    The minimum horizontal distance between the two foundations should be at least equal to the width of the wider one.

2-    In case of soft soil, a line is drawn from the edge of bottom of old footing at an angle of 30ยฐ with the horizontal as shown in fig 1.37.

โบThe horizontal spacing of two footings is adjusted in such a way that the edge of bottom of new footing is not intersected by this line as shown in fig 1.37.

โบThe horizontal spacing between two footing in case of average soil is adjusted by keeping angle of inclination as 45ยฐ as shown in fig 1.38.

3-    The foundation of new structure with reference to that of old structure should be located after making careful analysis of bearing capacity and settlement of soil.

@etconp
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๐Ÿ‘‰แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แˆˆแŠจแแ‰ฐแŠ› แ‹จแŒŽแˆญแ แŠ แ‹ฐแŒ‹ แ‰ฐแŒ‹แˆ‹แŒญ แ‹จแˆ†แŠ‘ 170 แ‰ฆแ‰ณแ‹Žแ‰ฝแŠ• แ‰ฐแˆˆแ‹ญแ‰ฐแ‹‰ แˆ˜แˆฐแˆซแ‰ณแ‰ธแ‹‰ แ‰ฐแŒˆแˆˆแ€

๐Ÿšงแ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แˆˆแŒŽแˆญแ แŠ แ‹ฐแŒ‹ แ‰ฐแŒ‹แˆ‹แŒญ แ‹จแˆ†แŠ‘ แ‰ฆแ‰ณแ‹Žแ‰ฝแŠ• แ‰ แˆ˜แˆˆแ‹ซแ‰ต แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แˆตแˆซแ‹Žแ‰ฝ แˆ›แŠจแŠ“แ‹ˆแŠ‘แŠ• แŠ แˆตแ‰ณแ‹ˆแ‰€ แข

แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‰ แˆแˆ‰แˆ แŠญแแˆˆ แŠจแ‰ฐแˆžแ‰ฝ แˆˆแŠจแแ‰ฐแŠ› แ‹จแŒŽแˆญแ แŠ แ‹ฐแŒ‹ แ‰ฐแŒ‹แˆ‹แŒญ แ‹จแˆ†แŠ‘ 170 แ‰ฆแ‰ณแ‹Žแ‰ฝแŠ•  แ‰ แˆ˜แˆˆแ‹จแ‰ต แŒแŠ•แ‰ฃแ‰ณแ‹ แˆฐแˆญแ‰ถ แ‹ซแŒ แŠ“แ‰€แ‰€ แˆ˜แˆ†แŠ‘แŠ• 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 แ‰ฐแŠ“แŒแˆจแ‹‹แˆ แข

แŠจแ‹ฐแˆจแ‰…แŠ“ แแˆณแˆฝ แ‰†แˆปแˆปแ‹Žแ‰ฝ แŠ แ‹ซแ‹ซแ‹แŠ“ แŠ แ‹ˆแŒ‹แŒˆแ‹ตแฃ แŠฅแŠ•แ‹ฒแˆแˆ แ‰ แŒแŠ•แ‰ฃแ‰ณ แŒแ‰ฅแ‹“แ‰ตแŠ“ แ‰ฐแˆจแˆ-แˆแˆญแ‰ต แˆ›แŒ“แŒ“แ‹ แˆ‚แ‹ฐแ‰ต แ‰ แ‹ตแˆฌแŠ”แŒ… แˆ˜แˆตแˆ˜แˆฎแ‰ฝ แˆ‹แ‹ญ แ‰ แˆšแˆแŒ แˆจแ‹ แ‹จแŠ แŒˆแˆแŒแˆŽแ‰ต แˆ˜แˆตแ‰ฐแŒ“แŒŽแˆ แˆณแ‰ขแ‹ซ แ‰ แŠจแ‰ฐแˆ›แ‹‹ แŒŽแ‹ณแŠ“แ‹Žแ‰ฝ แˆ‹แ‹ญ แ‰ แ‰ฐแ‹ฐแŒ‹แŒ‹แˆš แ‹จแˆšแŠจแˆฐแ‰ฐแ‹ แŒŽแˆญแ แ‹จแ‰ตแˆซแŠแŠญ แŠฅแŠ•แ‰…แˆตแ‰ƒแˆดแ‹แŠ• แŠฅแ‹ซแˆตแ‰ฐแŒ“แŒŽแˆˆแ‹ แ‹ญแŒˆแŠ›แˆ แ‰ฐแ‰ฅแˆแˆแข

แ‹ญแˆ…แŠ•แŠ• แ‰ฝแŒแˆญ  แˆˆแˆ˜แแ‰ณแ‰ต แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แˆ˜แˆฐแˆชแ‰คแ‰ฑ แ‰ฃแˆˆแ‰แ‰ต  แ‹ˆแˆซแ‰ถแ‰ฝแ‹จแˆ˜แŠ•แŒˆแ‹ต แ‹ณแˆญ แ‹จแ‹ˆแˆƒ แˆ˜แ‹แˆฐแˆป แˆ˜แˆตแˆ˜แˆฎแ‰ฝ แŒฝแ‹ณแ‰ตแŠ“ แŒฅแŒˆแŠ“ แˆฅแˆซ แŠ แŠจแŠ“แ‹แŠ—แˆแกแกแ‰ฃแˆˆแˆฅแˆแŒฃแŠ• แˆ˜แˆฐแˆชแ‹ซแ‰คแ‰ฑ แŠจแ‹šแˆ…แˆ แ‰ แ‰ฐแŒจแˆ›แˆชแˆ แŠจแŠฅแˆณแ‰ต แŠฅแŠ“ แŠ แ‹ฐแŒ‹ แˆตแˆซ แŠ แˆ˜แˆซแˆญ แŠฎแˆšแˆฝแŠ• แ‹จแˆšแˆ‹แŠฉ แŒฅแ‰†แˆ›แ‹Žแ‰ฝแŠ• แŒจแˆแˆฎ แ‹จแŒŽแˆญแ แŠ แ‹ฐแŒ‹ แˆตแŒ‹แ‰ต แ‹ซแˆˆแ‰ฃแ‰ธแ‹แŠ• แˆฅแแˆซแ‹Žแ‰ฝ แŠ แŠซแ‰ถ แ‹จแˆ›แˆตแ‰ฐแŠซแŠจแ‹ซ แˆฅแˆซแ‹Žแ‰ฝ แ‰ แˆ›แŠจแŠ“แ‹ˆแŠ• แˆ‹แ‹ญ แŠฅแŠ•แ‹ฐแˆšแŒˆแŠ แ‰ฐแŒˆแˆแŒฟแˆแข

แ‰ แ‰€แŒฃแ‹ญแˆ แˆˆแŠ แ‹ฐแŒ‹ แ‰ฐแŒ‹แˆ‹แŒญ แ‹จแˆ†แŠ‘ 30 แ‰ฆแ‰ณแ‹Žแ‰ฝ แ‰ แˆ˜แˆˆแ‹จแ‰ต แŠจแˆšแˆ˜แˆˆแŠจแ‰ณแ‰ธแ‹ แŠ แŠซแˆ‹แ‰ต แŒ‹แˆญ แ‰ แˆ˜แˆ†แŠ• แˆตแˆซแ‹Žแ‰ฝ แŠฅแŠ•แ‹ฐแˆšแŠจแŠ“แ‹ˆแŠ‘ แŠ แ‰ถ แŠฅแ‹ซแˆฑ แˆฐแˆˆแˆžแŠ• แˆˆแ‰ฅแˆตแˆซแ‰ต แˆฌแ‹ฒแ‹ฎ แ‰ฐแŠ“แŒแˆจแ‹‹แˆ แข

@etconp
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๐Ÿ‘‰แˆแˆˆแ‰ต แ‰คแ‰ฐแˆ˜แŠ•แŒแˆตแ‰ถแ‰ฝ แ‹จแ‰ฃแˆˆ แŠ แˆแˆตแ‰ต แŠฎแŠจแ‰ฅ แˆ†แ‰ดแˆ แŠ แŒˆแˆแŒแˆŽแ‰ต แˆ˜แˆตแŒ แ‰ต แˆŠแŒ€แˆแˆฉ แАแ‹

๐Ÿ’ซแ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‰คแ‰ฐแˆ˜แŠ•แŒแˆตแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แˆตแˆญ แ‹จแˆšแ‰ฐแ‹ณแ‹ฐแˆฉแ‰ต แ‹ตแˆฌแ‹ณแ‹‹ แ‰คแ‰ฐ แˆ˜แŠ•แŒแˆตแ‰ต แŠฅแŠ“ แ‹จแŒ…แˆ› แŒแ‰ค แŠ แ‹ณแˆซแˆฝ แ‰ฃแˆˆ แŠ แˆแˆตแ‰ต แŠฎแŠจแ‰ฅ แˆ†แ‰ดแˆ แ‹จแˆšแ‹ซแ‹ฐแˆญแŒ‹แ‰ธแ‹ แŒแŠ•แ‰ฃแ‰ณ แ‹ˆแ‹ฐ แˆ˜แŒจแˆจแˆปแ‹ แˆแ‹•แˆซแ แˆ˜แ‹ตแˆจแˆฑแŠ• แŠ แˆซแ‹ณ แŠจแŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‰คแ‰ฐ แˆ˜แŠ•แŒแˆตแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‹‹แŠ“ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆญ แˆแ‰ตแŠฉ แŠฉแˆแˆณ แˆฐแˆแ‰ทแˆแข

โบแ‹จแ‹ตแˆฌแ‹ณแ‹‹ แ‰คแ‰ฐแˆ˜แŠ•แŒแˆตแ‰ต แ‹จแˆ†แ‰ดแˆ แŒแŠ•แ‰ฃแ‰ณแ‹ แŠจแˆฆแˆตแ‰ต แ‹“แˆ˜แ‰ณแ‰ต แ‰ แŠแ‰ต แ‰ฐแŒ€แˆแˆฎ แŠ แˆแŠ• แ‹ˆแ‹ฐ แˆ˜แŒ แŠ“แ‰€แ‰‚แ‹ซแ‹ แˆแ‹•แˆซแ แˆ‹แ‹ญ แ‹ฐแˆญแˆทแˆแข

๐Ÿšงแ‰ แŒ…แˆ› แ‹จแˆšแŒˆแŠ˜แ‹ แŒแ‰ค แŠ แˆซแ‹ณแˆฝ แ‹จแˆ†แ‰ดแˆ‰ แŒแŠ•แ‰ฃแ‰ณ แ‰ แˆธแˆซแ‰ฐแŠ• แŠ แ‹ฒแˆต แˆ†แ‰ดแˆ แ‹ตแˆญแŒ…แ‰ต แ‹จแ‰ฐแŠจแŠ“แ‹ˆแА แˆฒแˆ†แŠ•แฃแฅ แˆธแˆซแ‰ฐแŠ• แŠขแŠ•แ‰จแˆตแ‰ต แ‹ซแ‹ฐแˆจแŒˆแ‰ แ‰ตแŠ• แˆ†แ‰ดแˆ แˆˆแˆฆแˆตแ‰ต แ‹“แˆ˜แ‰ณแ‰ต แ‹ˆแŒชแ‹แŠ• แˆˆแˆ˜แ‰ฐแŠซแ‰ต แŠจแ‰ฐแŒˆแˆˆแŒˆแˆˆแ‰ แ‰ต แ‰ แŠ‹แˆ‹ แˆˆแ‰ฆแ‰ณแ‹ แ‹จแŠชแˆซแ‹ญ แŠญแแ‹ซ แˆˆแˆ˜แŠ•แŒแˆตแ‰ต แˆ˜แˆแ€แˆ แŠฅแŠ•แ‹ฐแˆšแŒ€แˆแˆญ แ‰ฐแˆ˜แˆ‹แŠญแ‰ทแˆแข

๐Ÿ’ซแ‰ แˆแˆˆแ‰ฑแˆ แ‰คแ‰ฐแˆ˜แŠ•แŒแˆตแ‰ถแ‰ฝ แ‰€แ‹ณแˆ›แ‹Š แŠ แ„ แŠƒแ‹ญแˆˆแˆตแˆ‹แˆด แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠ•แŒ‰แˆต แˆณแˆ‰ แ‹ญแŒ แ‰€แˆ™แ‰ฃแ‰ธแ‹ แ‹จแАแ‰ แˆฉ แ‰คแ‰ถแ‰ฝ แ‹จแ‰…แˆญแˆต แ‹ญแ‹˜แ‰ณแ‰ธแ‹ แˆณแ‹ญแАแŠซ แ‰ฐแŒจแˆ›แˆช แŒแŠ•แ‰ฃแ‰ณแ‹Žแ‰ฝแŠ• แ‰ แˆ›แŠจแˆ แˆˆแŠ แŒˆแˆแŒแˆŽแ‰ต แ‹แŒแŒ แŠฅแ‹จแ‰ฐแ‹ฐแˆจแŒ‰ แАแ‹แข

Via แŠ แˆซแ‹ณ แŠคแ แŠคแˆ

@etconp
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๐Ÿ‘‰แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‹ฐแˆ…แŠ•แАแ‰ต

๐Ÿ’ซConstruction Safety

๐ŸทAddis Abeba's construction boom is coming under scrutiny as city authorities announce a crackdown on unsafe practices across 24,000 active sites starting July 12, 2025.

โบA task force led by Wendimu Seta, the cityโ€™s general manager, will inspect sites for compliance with safety standards, with immediate suspensions and demolitions for violations.

โบThe initiative seeks to address systemic issues discussed in a high-level forum, where officials cited 142 recorded worker fatalities since 2022.

๐Ÿ“œRead more๐Ÿ‘‡

https://ow.ly/Zws750WlAYz

Via Addis Fortune

@etconp
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แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

โ™ง แˆแˆ‰แŠ• แ‰ แŠ แŠ•แ‹ต แ‰ฆแ‰ณ แˆˆแˆแˆ‰แˆ แ‰…แˆญแ‰ฅ

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

โ™ง แ‹ญแ‹ฐแ‹แˆ‰แˆแŠ• แ‹ซแˆ›แŠญแˆฉแŠ•

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๐Ÿ‘‰Standard Penetration Test (SPT) โ€“ Essential Soil Investigation Tool

โบWhen it comes to foundation design and geotechnical engineering, understanding the soil behavior beneath a construction site is non-negotiable.

โบOne of the most common and reliable methods used worldwide for subsurface investigation is the Standard Penetration Test (SPT).

๐Ÿ“œLetโ€™s break it down clearly:

โ‡๏ธWhat is Standard Penetration Test (SPT)?

โ–ถ๏ธThe Standard Penetration Test (SPT) is an in-situ dynamic penetration test carried out in boreholes to determine the geotechnical properties of soil. It provides an indication of the soil's strength, density, and bearing capacity โ€” essential parameters for safe and economical foundation design.

โ–ถ๏ธThe test is widely used for both sand and clay soils and forms an integral part of site investigations for buildings, bridges, roads, and other infrastructure.

๐Ÿ’ซHow is the SPT Conducted?

โบThe process involves the following steps:

๐Ÿšง A borehole is drilled to the desired depth using rotary or percussion drilling methods.

๐Ÿšง A split-spoon sampler (a thick-walled cylindrical tube) is placed at the bottom of the borehole.

๐Ÿšง A 63.5kg (140 lbs) hammer is dropped from a height of 760mm (30 inches) repeatedly to drive the sampler into the soil.

๐Ÿšง The number of hammer blows required to drive the sampler 150mm (6 inches) at three consecutive intervals is recorded.

๐Ÿšง The sum of the blows required for the second and third 150mm penetration is called the N-Value or SPT Blow Count.

๐ŸทUnderstanding the SPT N-Value

โบThe N-Value is a measure of soil resistance to penetration and gives vital information about the soil's characteristics:

๐ŸšงN-Value Range Soil Condition

0 - 4 Very Loose/Soft Soil
5 - 10 Loose Soil
11 - 30 Medium Dense/Compact
31 - 50 Dense Soil
>50 Very Dense/Hard Soil

@etconp
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๐Ÿ‘‰What is the purpose of adding Admixture ?

โญ๏ธConcrete admixtures are added to concrete mixes to modify and enhance the properties of the concrete, both in its fresh and hardened states.

๐Ÿ“œHere's a breakdown of the key reasons:

๐ŸšงImproved Workability:

โบAdmixtures can make concrete easier to mix, place, and finish.

โบThis is especially important for complex pours or when working in difficult conditions.

๐ŸšงEnhanced Strength:

โบCertain admixtures can increase the compressive and flexural strength of concrete, leading to more durable and robust structures.

๐ŸšงIncreased Durability:

โบAdmixtures can improve concrete's resistance to environmental factors like freeze-thaw cycles, chemical attacks, and abrasion.

๐ŸšงModified Setting Time:

โบAdmixtures can accelerate or retard the setting time of concrete, allowing for adjustments based on project needs and weather conditions.

๐ŸšงWater Reduction:

โบWater-reducing admixtures allow for the production of stronger, more durable concrete with less water, which improves the water to cement ratio.

๐ŸšงSpecialized Applications:

โบAdmixtures can be used to achieve specific properties, such as air entrainment for improved freeze-thaw resistance or coloring for aesthetic purposes.

๐Ÿ’ซIn essence, concrete admixtures provide a way to tailor concrete mixes to meet the specific requirements of a wide range of construction projects.

@etconp
โค9๐Ÿ™5
๐Ÿ‘‰แŠฅแŠ•แ‹ดแ‰ต แАแ‹ แŠญแˆจแˆแ‰ฑ แ‹ˆแ‹ณแŒ†แ‰ผ?

๐Ÿ’ซแŠฅแˆตแ‰ฒ แˆˆ แŠญแˆจแˆแ‰ณแ‰น แ‹จแˆšแˆ†แŠ• แ‹จแˆแ‰ณแАแ‰กแ‰ต แˆแŠ• แŠฃแ‹ญแАแ‰ต แ‹จ PDF แˆ˜แ…แˆแ แ‹ˆแ‹ญแˆ แ‹แ‹ญแˆ แŠฅแŠ•แˆ‹แŠญแˆ‹แ‰น

๐Ÿทแ‹จแ‰ตแˆ แŠ แˆ‹แŒˆแŠ˜แˆแ‰ตแˆ แŠ แŒฃแˆแ‰ต แ‹จแˆแ‰ตแˆ‰แ‰ต แŠซแˆˆแˆ แŠ แˆณแ‹แ‰แŠ•

๐Ÿšงแˆฐแ‰ฅแˆฐแ‰ฅ แŠ แˆญแŒˆแŠ• แˆ›แ‰ณ แŠฅแ‹šแˆ แŠฅแŠ•แˆˆแŒฅแˆแ‹‹แˆˆแŠ•๐Ÿ™

๐Ÿ“ฉแˆ€แˆณแ‰ฅแฃแŒฅแ‹ซแ‰„ แŠฅแŠ“ แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ต แŠซแˆŽแ‰ต แ‰  @Philemona7 แƒแ‰แˆแŠ•โค

Ethio Construction Engineering

@etconp
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_@etconp_2017_4th_Quarter_Constraction_Works_Item_Direct_Cost.pdf
22.3 MB
๐Ÿทแ‰ 2017 แ‹“.แˆ แŠ แˆซแ‰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• (4th 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


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๐Ÿ‘‰Curing time for prime coat?

๐ŸšงCuring of a prime coat in road construction is the process where the applied material (e.g., cutback asphalt or emulsified asphalt) sets and achieves its intended properties, such as penetration, adhesion, and sealing.

๐ŸŽฒProper curing is critical for effective bonding between the base course and asphalt layer. Below is a concise guide on prime coat curing:

โญ๏ธKey Aspects of Prime Coat Curing

โบ1. Curing Mechanism:

   - Cutback Asphalt (e.g., MC-30, MC-70): Cures through the evaporation of the solvent (e.g., kerosene or naphtha), leaving behind a thin asphalt film that binds to the base.
   - Emulsified Asphalt (e.g., CSS-1, SS-1): Cures through "breaking" of the emulsion, where water evaporates, and asphalt particles coalesce to form a cohesive layer.

โบ2. Curing Time:

   - Cutback Asphalt: Typically 12โ€“24 hours, depending on the solvent type, application rate (0.4โ€“1.2 kg/mยฒ), and environmental conditions.
   - Emulsified Asphalt: Typically 24โ€“48 hours, as water evaporation is slower than solvent-based materials.
   - Factors Affecting Curing:
     - Temperature: Higher temperatures (above 20ยฐC) accelerate curing; below 10ยฐC, curing slows significantly.
     - Humidity: High humidity delays emulsion curing due to slower water evaporation.
     - Ventilation: Good airflow speeds up solvent or water evaporation.
     - Base Porosity: More porous bases (e.g., WMM) may require longer curing for deeper penetration.

โบ3. Curing Process Guidelines:

   - Apply Uniformly: Ensure even application (using a calibrated distributor) to avoid pooling, which can delay curing.
   - Protect the Surface: Restrict traffic and heavy equipment to prevent damage to the curing coat. Use barriers or signs as needed.
   - Monitor Weather: Avoid application if rain is expected within the curing period, as moisture can disrupt the process or wash away the prime coat.
   - Check Penetration: The prime coat should penetrate 0.5โ€“1 cm into the base for optimal sealing and bonding. Test a small section if needed.

โบ4. Signs of Proper Curing:

   - Surface appears dark and tacky (not wet or glossy).
   - No solvent or water remains on the surface.
   - The base feels firm and stable, with no loose particles.

โบ5. Post-Curing:

   - Inspect the surface for uniform coverage and adequate bonding before placing the asphalt layer.
   - Avoid delays beyond 48โ€“72 hours after curing, as dust or debris accumulation may require re-cleaning the surface.

๐ŸทBest Practices:

- Apply prime coat in dry, warm conditions (above 10ยฐC) to ensure faster curing.
- For emulsions, lightly moisten the base course to aid penetration but avoid saturation.
- In hot climates, cutbacks like MC-70 cure faster but may require careful handling due to solvent volatility.
- In cooler or humid conditions, consider emulsions or adjust curing time expectations.

โ‡๏ธTroubleshooting:

- Slow Curing: If curing takes too long, check for excessive application, high humidity, or low temperatures. Improve ventilation or wait longer.
- Poor Penetration: May indicate a dense base or insufficient material. Lightly scarify the base or adjust the application rate.
- Uneven Curing: Caused by inconsistent application. Recalibrate the distributor and ensure proper nozzle function.

@etconp
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๐Ÿ‘‰What Is Shear Wall

๐Ÿ’ซShear wall is a structural member used to resist lateral forces i.e. parallel to the plane of the wall.

โบFor slender walls where the bending deformation is more, Shear wall resists the loads due to Cantilever Action.

โบIn other words, Shear walls are vertical elements of the horizontal force resisting system.

โ‡๏ธIn building construction, a rigid vertical diaphragm capable of transferring lateral forces from exterior walls, floors, and roofs to the ground foundation in a direction parallel to their planes.

๐ŸšงExamples are the reinforced-concrete wall.

โบLateral forces caused by wind, earthquake, and uneven settlement loads, in addition to the weight of structure and occupants, create powerful twisting (torsional) forces.

โบThis leads to the failure of the structures by shear.

โ‡๏ธShear walls are especially important in high-rise buildings subject to lateral wind and seismic forces.

โบGenerally, shear walls are either plane or flanged in section, while core walls consist of channel sections.

โ‡๏ธThey also provide adequate strength and stiffness to control lateral displacements.

โบThe shape and plan position of the shear wall influences the behavior of the structure considerably.

โ‡๏ธStructurally, the best position for the shear walls is in the center of each half of the building.

โบThis is rarely practical, since it also utilizes the space a lot, so they are positioned at the ends.

โ‡๏ธIt is better to use walls with no openings in them. So, usually, the walls around lift shafts and stairwells are used. Also, walls on the sides of buildings that have no windows can be used.

@etconp
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