labsii-lak-157-bara-2002.pdf
31 MB
แจแฆแฎแแซ แญแแ แแฅ แ แแ
แ แฆแฎแแซ แญแแแ แแแแตแต แ แตแซ แแญ แซแแ แจแแฅ แ แแ แ แซแญแแแแฝแแ
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@etconp
แ แฆแฎแแซ แญแแแ แแแแตแต แ แตแซ แแญ แซแแ แจแแฅ แ แแ แ แซแญแแแแฝแแ
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@etconp
โค4
๐In building construction, a roof structure is made up of several key components that work together to support loads, protect the building, and drain rainwater.
๐งThe main components are:
๐ซ1. Structural Members (Load-Bearing Parts)
These carry the weight of the roof and transfer loads to walls or columns.
Roof Truss โ A triangular framework (wood or steel) that supports the roof over large spans
Rafters โ Sloping members that support the roof covering
Beams / Purlins โ Horizontal members that support rafters or roof sheets
Tie Beams / Ceiling Joists โ Prevent the roof from spreading and may support ceilings
๐ซ2. Roof Decking / Sheathing
Roof Slab (in RCC roofs) โ
Reinforced concrete slab forming the roof
Decking / Boards / Sheets โ Base layer fixed on rafters or purlins (wood, metal, or concrete)
๐ซ3. Roof Covering (Weather Protection)
This protects the building from rain, sun, and wind.
Corrugated metal sheets
Clay or concrete tiles
Shingles
Roofing membranes (for flat roofs)
๐ซ4. Insulation Layer
Reduces heat transfer and improves comfort
Common materials: foam boards, fiberglass, mineral wool
๐ซ5. Waterproofing Layer
Prevents water leakage
Includes membranes, bitumen layers, or coatings (especially in flat roofs)
๐ซ6. Drainage Components
Gutters โ Collect rainwater
Downpipes โ Carry water to the ground or drainage system
Roof slope โ Directs water flow
๐ซ7. Roof Finishing & Accessories
Fascia board โ Covers rafter ends
Eaves & Overhangs โ Protect walls from rain
Flashing โ Seals joints and edges
Ridge & Hip caps โ Cover roof intersections
๐ซ8. Ceiling (Optional but Common)
Fixed below the roof structure for aesthetics and insulation
Made of gypsum board, PVC, or wood panels
@etconp
๐งThe main components are:
๐ซ1. Structural Members (Load-Bearing Parts)
These carry the weight of the roof and transfer loads to walls or columns.
Roof Truss โ A triangular framework (wood or steel) that supports the roof over large spans
Rafters โ Sloping members that support the roof covering
Beams / Purlins โ Horizontal members that support rafters or roof sheets
Tie Beams / Ceiling Joists โ Prevent the roof from spreading and may support ceilings
๐ซ2. Roof Decking / Sheathing
Roof Slab (in RCC roofs) โ
Reinforced concrete slab forming the roof
Decking / Boards / Sheets โ Base layer fixed on rafters or purlins (wood, metal, or concrete)
๐ซ3. Roof Covering (Weather Protection)
This protects the building from rain, sun, and wind.
Corrugated metal sheets
Clay or concrete tiles
Shingles
Roofing membranes (for flat roofs)
๐ซ4. Insulation Layer
Reduces heat transfer and improves comfort
Common materials: foam boards, fiberglass, mineral wool
๐ซ5. Waterproofing Layer
Prevents water leakage
Includes membranes, bitumen layers, or coatings (especially in flat roofs)
๐ซ6. Drainage Components
Gutters โ Collect rainwater
Downpipes โ Carry water to the ground or drainage system
Roof slope โ Directs water flow
๐ซ7. Roof Finishing & Accessories
Fascia board โ Covers rafter ends
Eaves & Overhangs โ Protect walls from rain
Flashing โ Seals joints and edges
Ridge & Hip caps โ Cover roof intersections
๐ซ8. Ceiling (Optional but Common)
Fixed below the roof structure for aesthetics and insulation
Made of gypsum board, PVC, or wood panels
@etconp
โค11๐2๐1
๐แจแฅแซ แฐแแซแญ (Contractor) แจแแ แฐแ แซแแแต
๐งแ แฎแแตแตแซแญแฝแ แแ แแแต แ แญแแต แจแแแฃแณ แตแซ แญแญแญแฆแฝ แซแ แฒแแ แฅแแฑแ แแแซแ แญแญแญแฅ แฅแ แจแแจแจแป แญแญแญแฅ แ แแฃแ แญแณแแแแกแก
๐ท1/ แแแซแ แญแญแญแฅ
โบแแแ แ แญแญแญแฅ แ แฐแแญ แ แฎแแตแตแซแญแฝแ แแ แจแฐแแแจแฑ แจแแแฃแณ แตแซแแฝ แฐแจแแแแ แซแ แ แ แแ แแฒแซแแ แแแฑ แแแแฝ แแแตแ แ แฐแชแแ แฐแแซแฉ แฃแแ แต แ แตแซแ แแญ แจแแฐแจแ แจแแญแแซ แแจแแแซ แแ:: (แจแแตแแฅแแญ แ แ แ แแแฝ 3274(1)):: แญแแแ แ แฐแชแ แ แตแญแญแ แจแฐแแแฃแแ แแแฃแณ แ แฅแ แ แแฅแถ แแซแแ แญแแญ แซแจแแแฃแแกแก
โบแตแแแ แแแ แ แญแญแญแฅ แ แแแแต แจแฐแฐแซแแ แจแแแฃแณ แตแซ แ แฐแชแ แแฅแฑแ แ แฅแ แ แแแแชแซ แจแแจแจแฅแ แต แแฐแต แแแกแก แ แตแซแ แแญ แแญแแซ แแฐแจแแแ แจแแซแจแแแฅ แแแกแก
โบแฅแแแฒแ แตแซแ แจแฐแแจแแจ แ แแ แ แฐแชแ แซแแแแ แตแ แแแฃแณ แแญแถ แฅแแฐแแ แฅแแฒแฐแซ แแญแ แฅแแฒแ แแ แฐแฐแญแ แจแฅแซแต แฐแจแแแ แฃแแ แแแณ แฅแแฒแจแแแ แแแแ แฅแแฐแแฝแ แแแค แญแแต 85 แญแแ แตแแณแ:: แ แแ แ แแฐแจแต แแแฃแณแ แจแตแซ แแญแแซแแ แซแแ แ แฐแชแ แแแฃแณแแ แจแแจแจแ แ แญแแแแกแก
๐ท2/ แจแแจแจแป แญแญแญแฅ
แจแแจแจแป แญแญแญแฅ/Final Acceptance/
โบแ แฐแแญ แจแตแ แแแต แแ แซแแ แ แแ แฅแ แฐแแซแฉ แ แ แแ แแดแณแแนแ แ แฐแ แ แแแณ แจแแธแ แแแแ แ แฐแชแ แฒแซแจแแแฅ แแแฃแณแแ แแ แ แแ แ แฅแ แจแแซแฐแญแแ แต แตแแแแ แจแแตแแฅแแญ แ แ แ แแแฝ 3279 แญแฐแแแแแกแก
โบแจแแจแจแป แญแญแญแฅ แ แฐแชแแ แฐแแซแฉ แฃแแ แต แ แฝแแ แแฐแจแ แฅแแณแแ แต แ แ แตแแณแ แแแณ แ แแตแแฅแแญ แ แ แ แแแฝ 3279(2) แแญ แฐแฐแแแแแกแก
โบแ แแตแแฅแแญ แ แ แ แแแฝ 3282 แแญ แฅแแฐแฐแแแ แ แจแแจแจแป แญแญแญแฅ แ แแ แฐแแซแฉ แฅแตแจ 10 แ แแต แตแจแต แตแแตแซแ แ แฐแซแญ แแตแแต แฐแแซแฉ แแแแแต แ แแ แต แฃ แแตแซแ แฅแซแต แแตแ แ แแแ แญแแฅแแแกแก แตแแแแ แ แแแณ แฉแแจแญแฒแฒ แจแฐแฐแจแแฐแแ แตแแตแญ แจแแแฃแ แฅแซ แฐแแซแญ แแฐแจแฐแ แแณแต แ แแ แฐแ แซแ แจแแแแ แต แ แแฃแฅ แแแญ แญแฝแแ:: แญแแ แฅแแ แ แแจแจแป แญแญแญแฅ แแ แต แจแแณแฉ แแแ แฉ แจแฅแซแต แแตแแถแฝ แฐแแซแฉ แแแแแต แจแแ แตแแกแก
@etconp
๐งแ แฎแแตแตแซแญแฝแ แแ แแแต แ แญแแต แจแแแฃแณ แตแซ แญแญแญแฆแฝ แซแ แฒแแ แฅแแฑแ แแแซแ แญแญแญแฅ แฅแ แจแแจแจแป แญแญแญแฅ แ แแฃแ แญแณแแแแกแก
๐ท1/ แแแซแ แญแญแญแฅ
โบแแแ แ แญแญแญแฅ แ แฐแแญ แ แฎแแตแตแซแญแฝแ แแ แจแฐแแแจแฑ แจแแแฃแณ แตแซแแฝ แฐแจแแแแ แซแ แ แ แแ แแฒแซแแ แแแฑ แแแแฝ แแแตแ แ แฐแชแแ แฐแแซแฉ แฃแแ แต แ แตแซแ แแญ แจแแฐแจแ แจแแญแแซ แแจแแแซ แแ:: (แจแแตแแฅแแญ แ แ แ แแแฝ 3274(1)):: แญแแแ แ แฐแชแ แ แตแญแญแ แจแฐแแแฃแแ แแแฃแณ แ แฅแ แ แแฅแถ แแซแแ แญแแญ แซแจแแแฃแแกแก
โบแตแแแ แแแ แ แญแญแญแฅ แ แแแแต แจแฐแฐแซแแ แจแแแฃแณ แตแซ แ แฐแชแ แแฅแฑแ แ แฅแ แ แแแแชแซ แจแแจแจแฅแ แต แแฐแต แแแกแก แ แตแซแ แแญ แแญแแซ แแฐแจแแแ แจแแซแจแแแฅ แแแกแก
โบแฅแแแฒแ แตแซแ แจแฐแแจแแจ แ แแ แ แฐแชแ แซแแแแ แตแ แแแฃแณ แแญแถ แฅแแฐแแ แฅแแฒแฐแซ แแญแ แฅแแฒแ แแ แฐแฐแญแ แจแฅแซแต แฐแจแแแ แฃแแ แแแณ แฅแแฒแจแแแ แแแแ แฅแแฐแแฝแ แแแค แญแแต 85 แญแแ แตแแณแ:: แ แแ แ แแฐแจแต แแแฃแณแ แจแตแซ แแญแแซแแ แซแแ แ แฐแชแ แแแฃแณแแ แจแแจแจแ แ แญแแแแกแก
๐ท2/ แจแแจแจแป แญแญแญแฅ
แจแแจแจแป แญแญแญแฅ/Final Acceptance/
โบแ แฐแแญ แจแตแ แแแต แแ แซแแ แ แแ แฅแ แฐแแซแฉ แ แ แแ แแดแณแแนแ แ แฐแ แ แแแณ แจแแธแ แแแแ แ แฐแชแ แฒแซแจแแแฅ แแแฃแณแแ แแ แ แแ แ แฅแ แจแแซแฐแญแแ แต แตแแแแ แจแแตแแฅแแญ แ แ แ แแแฝ 3279 แญแฐแแแแแกแก
โบแจแแจแจแป แญแญแญแฅ แ แฐแชแแ แฐแแซแฉ แฃแแ แต แ แฝแแ แแฐแจแ แฅแแณแแ แต แ แ แตแแณแ แแแณ แ แแตแแฅแแญ แ แ แ แแแฝ 3279(2) แแญ แฐแฐแแแแแกแก
โบแ แแตแแฅแแญ แ แ แ แแแฝ 3282 แแญ แฅแแฐแฐแแแ แ แจแแจแจแป แญแญแญแฅ แ แแ แฐแแซแฉ แฅแตแจ 10 แ แแต แตแจแต แตแแตแซแ แ แฐแซแญ แแตแแต แฐแแซแฉ แแแแแต แ แแ แต แฃ แแตแซแ แฅแซแต แแตแ แ แแแ แญแแฅแแแกแก แตแแแแ แ แแแณ แฉแแจแญแฒแฒ แจแฐแฐแจแแฐแแ แตแแตแญ แจแแแฃแ แฅแซ แฐแแซแญ แแฐแจแฐแ แแณแต แ แแ แฐแ แซแ แจแแแแ แต แ แแฃแฅ แแแญ แญแฝแแ:: แญแแ แฅแแ แ แแจแจแป แญแญแญแฅ แแ แต แจแแณแฉ แแแ แฉ แจแฅแซแต แแตแแถแฝ แฐแแซแฉ แแแแแต แจแแ แตแแกแก
@etconp
โค9๐7
๐Soil Bearing Capacity
๐ซ1. Bearing Capacity
โบBearing capacity is the ability of soil to support the loads coming from a foundation without shear failure or excessive settlement.
๐ซ2. Ultimate Bearing Capacity (qu)
โบUltimate bearing capacity is the maximum pressure that soil can withstand just before failure occurs.
โบTerzaghiโs equation (for strip footing):
qu = cNc + ฮณDfNq + 0.5ฮณBNฮณ
๐ซ3. Safe Bearing Capacity (qs)
โบSafe bearing capacity is the allowable pressure on soil obtained by dividing the ultimate bearing capacity by a factorof safety.
qs = qu / FOS
@etconp
๐ซ1. Bearing Capacity
โบBearing capacity is the ability of soil to support the loads coming from a foundation without shear failure or excessive settlement.
๐ซ2. Ultimate Bearing Capacity (qu)
โบUltimate bearing capacity is the maximum pressure that soil can withstand just before failure occurs.
โบTerzaghiโs equation (for strip footing):
qu = cNc + ฮณDfNq + 0.5ฮณBNฮณ
๐ซ3. Safe Bearing Capacity (qs)
โบSafe bearing capacity is the allowable pressure on soil obtained by dividing the ultimate bearing capacity by a factorof safety.
qs = qu / FOS
@etconp
โค15๐6๐5
๐ 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๏ธ Tel: 0961955555
๐น Address 1: Signal road, around
Dinberwa Hospital
๐น Addres 2: Wellosefer, Infront of
Dani Plaza
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๏ธ Tel: 0961955555
๐น Address 1: Signal road, around
Dinberwa Hospital
๐น Addres 2: Wellosefer, Infront of
Dani Plaza
โค2๐1
แณแแซแต แแแต แฅแ แแฆแแต แ แ
แซแข
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โง แแแ แ แ แแต แฆแณ แแแแ แ แญแฅ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
โง แญแฐแแแแ แซแแญแฉแ
0904040477
0911016833
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โง แแแ แ แ แแต แฆแณ แแแแ แ แญแฅ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
โง แญแฐแแแแ แซแแญแฉแ
0904040477
0911016833
๐FIDIC Books Explained โ The Colors of Construction Contracts
๐งIn the world of construction and engineering, contracts are not about mistrust โ theyโre about mutual understanding.
FIDICโs โrainbowโ of contract books helps align responsibilities, risks, and expectations across projects worldwide.
๐ด Red Book โ Construction (Employer-Designed)
Employer designs, Contractor builds. Best for roads, bridges, and fixed-design infrastructure. Risk: Employer-heavy.
๐ก Yellow Book โ Plant & Design-Build
Contractor designs & builds. Ideal for MEP-heavy and industrial projects. Risk: Contractor-heavy (design).
โ๏ธ Silver Book โ EPC / Turnkey
Contractor delivers ready-to-operate projects. Fixed price, fixed time. Risk: Contractor-heavy.
โจ Gold Book โ Design, Build & Operate (DBO)
Contractor designs, builds, and operates long-term. Perfect for PPPs and water treatment plants. Risk: Shared lifecycle.
๐ข Green Book โ Short Form
Simplified for small, fast projects. Risk: Balanced.
๐ต Blue Book โ Dredging & Reclamation
Tailored for marine and hydraulic works. Risk: Environmental/geotechnical shared.
โช White Book โ ClientโConsultant Agreement
Defines consultant scope, fees, and liability. Risk: Professional liability.
๐ Pink Book โ MDB Edition
Adapted Red Book for projects funded by multilateral banks. Risk: Balanced with compliance.
@etconp
๐งIn the world of construction and engineering, contracts are not about mistrust โ theyโre about mutual understanding.
FIDICโs โrainbowโ of contract books helps align responsibilities, risks, and expectations across projects worldwide.
๐ด Red Book โ Construction (Employer-Designed)
Employer designs, Contractor builds. Best for roads, bridges, and fixed-design infrastructure. Risk: Employer-heavy.
๐ก Yellow Book โ Plant & Design-Build
Contractor designs & builds. Ideal for MEP-heavy and industrial projects. Risk: Contractor-heavy (design).
โ๏ธ Silver Book โ EPC / Turnkey
Contractor delivers ready-to-operate projects. Fixed price, fixed time. Risk: Contractor-heavy.
โจ Gold Book โ Design, Build & Operate (DBO)
Contractor designs, builds, and operates long-term. Perfect for PPPs and water treatment plants. Risk: Shared lifecycle.
๐ข Green Book โ Short Form
Simplified for small, fast projects. Risk: Balanced.
๐ต Blue Book โ Dredging & Reclamation
Tailored for marine and hydraulic works. Risk: Environmental/geotechnical shared.
โช White Book โ ClientโConsultant Agreement
Defines consultant scope, fees, and liability. Risk: Professional liability.
๐ Pink Book โ MDB Edition
Adapted Red Book for projects funded by multilateral banks. Risk: Balanced with compliance.
@etconp
๐11โค6๐3
๐Short Column Vs Long Column
๐งShort Column
โบ1.Slenderness ratio (L/r) < 12.
โบ2.Failure occurs due to crushing (compression).
โบ3.High load-carrying capacity.
โบ4.Common in low-rise buildings.
โบ5.Strength mainly depends on material strength (concrete/steel).
๐งLong Column
โถ๏ธ1.Slenderness ratio (L/r) > 12.
โถ๏ธ2.Failure occurs due to buckling (instability).
โถ๏ธ3.Lower load-carrying capacity compared to short columns.
โถ๏ธ4.Common in tall structures.
โถ๏ธ5.Strength mainly depends on slenderness ratio and buckling effect.
๐Summary:
๐ซShort column โ Crushing failure
๐ซLong column โ Buckling failure
@etconp
๐งShort Column
โบ1.Slenderness ratio (L/r) < 12.
โบ2.Failure occurs due to crushing (compression).
โบ3.High load-carrying capacity.
โบ4.Common in low-rise buildings.
โบ5.Strength mainly depends on material strength (concrete/steel).
๐งLong Column
โถ๏ธ1.Slenderness ratio (L/r) > 12.
โถ๏ธ2.Failure occurs due to buckling (instability).
โถ๏ธ3.Lower load-carrying capacity compared to short columns.
โถ๏ธ4.Common in tall structures.
โถ๏ธ5.Strength mainly depends on slenderness ratio and buckling effect.
๐Summary:
๐ซShort column โ Crushing failure
๐ซLong column โ Buckling failure
@etconp
โค14๐ฅฐ3๐1
Ethio Construction Engineering
๐Do you Know About Curtain wall ๐ซCurtain walls are non-structural cladding systems for building exteriors โ they resist weather and wind loads but do not carry floor or roof loads. โบThey are usually made of aluminum frames with glass, metal panels, or thinโฆ
๐what type of glass used for curtain walls and why?
๐ซCurtain walls primarily use insulated glass units (IGUs), especially with low-emissivity (Low-E) coatings, for their thermal performance and energy efficiency.
โบOther common types include tempered glass and laminated glass for safety and durability.
โบThe specific glass is chosen based on performance needs like energy conservation, glare reduction, safety, and sound insulation.
๐งInsulated Glass Units (IGUs): Also called double or triple glazing, these units have at least two panes of glass with a sealed space between them filled with air or an inert gas.
โถ๏ธWhy: This design provides excellent thermal insulation, reducing heating and cooling costs, and offers sound dampening.
๐งTempered Glass: This is glass that has been heat-treated to increase its strength.
๐ทWhy: It is much stronger than regular glass and, when it does break, it shatters into small, relatively harmless pieces, making it a crucial safety feature.
๐งLaminated Glass: This is made of two or more layers of glass with a plastic interlayer, such as polyvinyl butyral (PVB), sandwiched between them.
โบWhy: It offers enhanced security and impact resistance, as the interlayer holds the glass fragments together if it breaks, and also provides better sound insulation.
๐งLow-E Coatings: These are microscopically thin, transparent coatings applied to one or more glass surfaces, usually within an IGU.
โบWhy: Low-emissivity (Low-E) coatings reflect infrared light, which keeps heat inside during the winter and outside during the summer.
โบThis significantly improves a building's energy efficiency and thermal performance.
@etconp
๐ซCurtain walls primarily use insulated glass units (IGUs), especially with low-emissivity (Low-E) coatings, for their thermal performance and energy efficiency.
โบOther common types include tempered glass and laminated glass for safety and durability.
โบThe specific glass is chosen based on performance needs like energy conservation, glare reduction, safety, and sound insulation.
๐งInsulated Glass Units (IGUs): Also called double or triple glazing, these units have at least two panes of glass with a sealed space between them filled with air or an inert gas.
โถ๏ธWhy: This design provides excellent thermal insulation, reducing heating and cooling costs, and offers sound dampening.
๐งTempered Glass: This is glass that has been heat-treated to increase its strength.
๐ทWhy: It is much stronger than regular glass and, when it does break, it shatters into small, relatively harmless pieces, making it a crucial safety feature.
๐งLaminated Glass: This is made of two or more layers of glass with a plastic interlayer, such as polyvinyl butyral (PVB), sandwiched between them.
โบWhy: It offers enhanced security and impact resistance, as the interlayer holds the glass fragments together if it breaks, and also provides better sound insulation.
๐งLow-E Coatings: These are microscopically thin, transparent coatings applied to one or more glass surfaces, usually within an IGU.
โบWhy: Low-emissivity (Low-E) coatings reflect infrared light, which keeps heat inside during the winter and outside during the summer.
โบThis significantly improves a building's energy efficiency and thermal performance.
@etconp
โค17๐6
๐Tension zone and compression zone of a beam
๐งWhen a beam bends under load its cross-sectional fibers (top to bottom) stretch or shorten.
๐ทThat creates two zones:
โญ๏ธTension zone
โบThe part of the section where fibers are being stretched (pulled).
โบStretched fibers develop tensile stress.
โบIn reinforced concrete beams the steel reinforcement is placed in the tension zone because concrete is weak in tension but steel is strong in tension.
โบTension causes cracks (in concrete) when tensile stress exceeds tensile capacity.
โญ๏ธCompression zone
โบThe part of the section where fibers are being shortened (squeezed).
โบFibers develop compressive stress.
โบConcrete handles compression well, so the compression zone is mainly resisted by the concrete (and sometimes by compression reinforcement).
โบFailure in compression shows as crushing of concrete if overload occurs.
โญ๏ธNeutral axis
โบThe horizontal line inside the cross section that separates the two zones.
โบFibers on the neutral axis neither stretch nor shorten (zero strain/stress).
โบDistance from neutral axis to extreme fiber is used in stress calculations.
โ๏ธHow it appears in common cases
โบA simply supported beam loaded downward (sagging): top fibers โ compression, bottom fibers โ tension.
โบA cantilever or overhanging span under certain loads (hogging): top may be in tension and bottom in compression โ depends on bending moment sign.
๐งBasic formula (bending stress sign)
โบBending stress formula:
sigma = (M * y) / I
Where
sigma = bending stress
M = bending moment
y = distance from neutral axis
I = moment of inertia
Tension and compression rule:
If sigma is positive โ
โก๏ธTENSION
โบIf sigma is negative โ COMPRESSION
โถ๏ธ(Note: sign depends on bending direction)
โ๏ธNeutral axis condition:
stress at neutral axis = 0
y = 0
โ๏ธMaximum bending stress:
sigma_max = (M * y_max) / I
๐ฐFor rectangular beam section: Moment of inertia:
I = (b * h^3) / 12
Where
b = width of beam
h = total depth of beam
Stress at extreme fibers:
Top fiber stress: sigma_top = (M * h/2) / I
๐ฒBottom fiber stress: sigma_bottom = (M * h/2) / I
(Sign decides tension or compression)
๐งReinforced concrete design concept (basic):
โถ๏ธCompression force in concrete: C = 0.36 * fck * b * x
โถ๏ธTension force in steel: T = 0.87 * fy * Ast
โถ๏ธEquilibrium condition: C = T
โบPositive means tension (convention depends on sign choices), negative means compression โ importantly the sign changes across the neutral axis.
๐Design insight (reinforced concrete)
โบPut main steel where tension occurs (to carry tensile forces and control cracking).
โถ๏ธDepth of compression zone controls the beamโs capacity; designers check that compression concrete and tension steel balance properly.
@etconp
๐งWhen a beam bends under load its cross-sectional fibers (top to bottom) stretch or shorten.
๐ทThat creates two zones:
โญ๏ธTension zone
โบThe part of the section where fibers are being stretched (pulled).
โบStretched fibers develop tensile stress.
โบIn reinforced concrete beams the steel reinforcement is placed in the tension zone because concrete is weak in tension but steel is strong in tension.
โบTension causes cracks (in concrete) when tensile stress exceeds tensile capacity.
โญ๏ธCompression zone
โบThe part of the section where fibers are being shortened (squeezed).
โบFibers develop compressive stress.
โบConcrete handles compression well, so the compression zone is mainly resisted by the concrete (and sometimes by compression reinforcement).
โบFailure in compression shows as crushing of concrete if overload occurs.
โญ๏ธNeutral axis
โบThe horizontal line inside the cross section that separates the two zones.
โบFibers on the neutral axis neither stretch nor shorten (zero strain/stress).
โบDistance from neutral axis to extreme fiber is used in stress calculations.
โ๏ธHow it appears in common cases
โบA simply supported beam loaded downward (sagging): top fibers โ compression, bottom fibers โ tension.
โบA cantilever or overhanging span under certain loads (hogging): top may be in tension and bottom in compression โ depends on bending moment sign.
๐งBasic formula (bending stress sign)
โบBending stress formula:
sigma = (M * y) / I
Where
sigma = bending stress
M = bending moment
y = distance from neutral axis
I = moment of inertia
Tension and compression rule:
If sigma is positive โ
โก๏ธTENSION
โบIf sigma is negative โ COMPRESSION
โถ๏ธ(Note: sign depends on bending direction)
โ๏ธNeutral axis condition:
stress at neutral axis = 0
y = 0
โ๏ธMaximum bending stress:
sigma_max = (M * y_max) / I
๐ฐFor rectangular beam section: Moment of inertia:
I = (b * h^3) / 12
Where
b = width of beam
h = total depth of beam
Stress at extreme fibers:
Top fiber stress: sigma_top = (M * h/2) / I
๐ฒBottom fiber stress: sigma_bottom = (M * h/2) / I
(Sign decides tension or compression)
๐งReinforced concrete design concept (basic):
โถ๏ธCompression force in concrete: C = 0.36 * fck * b * x
โถ๏ธTension force in steel: T = 0.87 * fy * Ast
โถ๏ธEquilibrium condition: C = T
โบPositive means tension (convention depends on sign choices), negative means compression โ importantly the sign changes across the neutral axis.
๐Design insight (reinforced concrete)
โบPut main steel where tension occurs (to carry tensile forces and control cracking).
โถ๏ธDepth of compression zone controls the beamโs capacity; designers check that compression concrete and tension steel balance properly.
@etconp
โค11๐9
๐What is Lean Construction?
๐ซLean Construction is a modern approach to managing construction projects that focuses on maximizing value while minimizing waste.
โบIt applies principles from Lean Manufacturing (originally from Toyota Production System) to the construction industry.
โ Key Principles of Lean Construction:
1. Value Definition โ Define what the client truly needs and focus all efforts on delivering that.
2. Eliminate Waste โ Reduce anything that doesnโt add value: waiting, overproduction, rework, excess inventory, unnecessary transport, etc.
3. Flow Efficiency โ Ensure smooth workflow among trades and construction phases.
4. Pull Planning โ Tasks are only done when the next process needs it (vs. pushing work regardless of readiness).
5. Continuous Improvement (Kaizen) โ Constantly look for small, ongoing improvements.
6. Collaboration and Transparency โ Strong coordination among all parties: clients, consultants, contractors, suppliers.
๐ ๏ธ Lean Tools Used in Construction:
โข Last Planner System (LPS) โ Collaborative planning system that improves scheduling and commitment tracking.
โข 5S โ Sort, Set in order, Shine, Standardize, Sustain โ for clean and efficient job sites.
โข Value Stream Mapping โ Identifies waste across workflows.
โข Just-In-Time (JIT) delivery โ Materials arrive exactly when needed.
โข Visual Management โ Use of charts, boards, and visuals to communicate progress.
๐ช๐น Lean Construction in Ethiopia โ Current Practice
๐ก Status: Very Limited but Growing Awareness
Lean construction is not yet widely practiced in Ethiopia, but the concept is gradually gaining attention among leading contractors, engineers, and construction managers.
๐ง Challenges in Ethiopia:
1. โ Low Awareness โ Many professionals are not familiar with Lean Construction principles.
2. โ Fragmented Industry โ Poor communication and siloed practices hinder collaborative planning.
3. โ Traditional Contract Models โ Competitive, claim-based contracting discourages team collaboration.
4. โ Weak Planning Culture โ Poor baseline schedules, unreliable procurement systems.
5. โ Short-term Thinking โ Focus on lowest bid instead of long-term project performance.
โ Positive Signs:
โข Increasing interest in cost control, time management, and construction productivity is creating demand for lean tools.
โข Some local firms and professionals are exploring lean principles to improve performance, especially on delayed projects.
โข Performance-based pay schemes, which youโre working on, are aligned with lean thinking by encouraging efficiency and accountability.
๐งญ How to Promote Lean in Ethiopia:
1. ๐ Introduce Lean Training to professionals (engineers, site managers, planners).
2. ๐๏ธ Pilot Lean Planning Tools like the Last Planner System on active sites.
3. ๐งโ๐ซ Collaborate with universities and professional bodies to integrate lean into education.
4. ๐ Track and share performance metrics (cost savings, time reduction).
5. โ๏ธ Promote integrated project delivery (IPD) or Design-Build models for better collaboration.
@etconp
๐ซLean Construction is a modern approach to managing construction projects that focuses on maximizing value while minimizing waste.
โบIt applies principles from Lean Manufacturing (originally from Toyota Production System) to the construction industry.
โ Key Principles of Lean Construction:
1. Value Definition โ Define what the client truly needs and focus all efforts on delivering that.
2. Eliminate Waste โ Reduce anything that doesnโt add value: waiting, overproduction, rework, excess inventory, unnecessary transport, etc.
3. Flow Efficiency โ Ensure smooth workflow among trades and construction phases.
4. Pull Planning โ Tasks are only done when the next process needs it (vs. pushing work regardless of readiness).
5. Continuous Improvement (Kaizen) โ Constantly look for small, ongoing improvements.
6. Collaboration and Transparency โ Strong coordination among all parties: clients, consultants, contractors, suppliers.
๐ ๏ธ Lean Tools Used in Construction:
โข Last Planner System (LPS) โ Collaborative planning system that improves scheduling and commitment tracking.
โข 5S โ Sort, Set in order, Shine, Standardize, Sustain โ for clean and efficient job sites.
โข Value Stream Mapping โ Identifies waste across workflows.
โข Just-In-Time (JIT) delivery โ Materials arrive exactly when needed.
โข Visual Management โ Use of charts, boards, and visuals to communicate progress.
๐ช๐น Lean Construction in Ethiopia โ Current Practice
๐ก Status: Very Limited but Growing Awareness
Lean construction is not yet widely practiced in Ethiopia, but the concept is gradually gaining attention among leading contractors, engineers, and construction managers.
๐ง Challenges in Ethiopia:
1. โ Low Awareness โ Many professionals are not familiar with Lean Construction principles.
2. โ Fragmented Industry โ Poor communication and siloed practices hinder collaborative planning.
3. โ Traditional Contract Models โ Competitive, claim-based contracting discourages team collaboration.
4. โ Weak Planning Culture โ Poor baseline schedules, unreliable procurement systems.
5. โ Short-term Thinking โ Focus on lowest bid instead of long-term project performance.
โ Positive Signs:
โข Increasing interest in cost control, time management, and construction productivity is creating demand for lean tools.
โข Some local firms and professionals are exploring lean principles to improve performance, especially on delayed projects.
โข Performance-based pay schemes, which youโre working on, are aligned with lean thinking by encouraging efficiency and accountability.
๐งญ How to Promote Lean in Ethiopia:
1. ๐ Introduce Lean Training to professionals (engineers, site managers, planners).
2. ๐๏ธ Pilot Lean Planning Tools like the Last Planner System on active sites.
3. ๐งโ๐ซ Collaborate with universities and professional bodies to integrate lean into education.
4. ๐ Track and share performance metrics (cost savings, time reduction).
5. โ๏ธ Promote integrated project delivery (IPD) or Design-Build models for better collaboration.
@etconp
๐14โค7
๐In building construction, a spacer (also called cover block or concrete spacer) is a small component used to maintain the correct distance between reinforcement bars and the formwork in columns, beams, and slabs.
๐งMeaning of Spacer
๐ทA spacer ensures the required concrete cover around steel reinforcement so that steel does not touch the shuttering or ground.
โญ๏ธWhy Spacers Are Important
Spacers are used to:
โบMaintain specified concrete cover
โบProtect steel from corrosion
Ensure proper bonding between concrete and steel
Improve durability and strength of the structure
โบMaintain correct bar position during concreting
๐ฐSpacer in Different Structural Elements
1๏ธโฃ Spacer in Column
Keeps vertical bars away from column formwork
Ensures uniform cover on all sides
Common cover: 25โ40 mm (depends on design)
2๏ธโฃ Spacer in Beam
Maintains bottom and side cover of beam reinforcement
Prevents steel from touching shuttering
Common cover:
Bottom: 25 mm
Side: 20โ25 mm
3๏ธโฃ Spacer in Slab
Supports bottom reinforcement mesh
Maintains cover from slab shuttering
Common cover: 15โ25 mm
๐ทTypes of Spacers
โบConcrete spacers (most common, durable)
โบPlastic spacers (easy to use, light)
โบStone or brick pieces (not recommended)
๐Simple Definition
@etconp
๐งMeaning of Spacer
๐ทA spacer ensures the required concrete cover around steel reinforcement so that steel does not touch the shuttering or ground.
โญ๏ธWhy Spacers Are Important
Spacers are used to:
โบMaintain specified concrete cover
โบProtect steel from corrosion
Ensure proper bonding between concrete and steel
Improve durability and strength of the structure
โบMaintain correct bar position during concreting
๐ฐSpacer in Different Structural Elements
1๏ธโฃ Spacer in Column
Keeps vertical bars away from column formwork
Ensures uniform cover on all sides
Common cover: 25โ40 mm (depends on design)
2๏ธโฃ Spacer in Beam
Maintains bottom and side cover of beam reinforcement
Prevents steel from touching shuttering
Common cover:
Bottom: 25 mm
Side: 20โ25 mm
3๏ธโฃ Spacer in Slab
Supports bottom reinforcement mesh
Maintains cover from slab shuttering
Common cover: 15โ25 mm
๐ทTypes of Spacers
โบConcrete spacers (most common, durable)
โบPlastic spacers (easy to use, light)
โบStone or brick pieces (not recommended)
๐Simple Definition
Spacer: A small block used in RCC works to maintain required concrete cover between reinforcement bars and formwork in columns, beams, and slabs.
@etconp
๐9โค7๐3
๐ 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๏ธ Tel: 0961955555
๐น Address 1: Signal road, around
Dinberwa Hospital
๐น Addres 2: Wellosefer, Infront of
Dani Plaza
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๏ธ Tel: 0961955555
๐น Address 1: Signal road, around
Dinberwa Hospital
๐น Addres 2: Wellosefer, Infront of
Dani Plaza
โค5๐1
๐แ แ แแ แแ
แต แจแแแ แ แแ แจแชแ แตแดแต แขแแฑแตแตแช แ แดแญแแแ แแฅแแต แฅแ แ "แ แจแแแด แแแแแฝ" แแแฃแณ แแญ แตแฉแจแฑแ แ แตแญแแแค
๐ซแ แ แแธแ แ แแซแต แจแคแต แฝแซแญแ แแข แ แฒแแณแ แแตแจแฎแฝ แจแแจแแแ แฒแแแฃ แคแถแฝแ แแญแ แแฃแข แ แแแ แ แซแฃแขแ แ แแญแ แญแ แแฅแแถแฝ แฅแแฒแแแก แญแฐแจแแแค
๐งแฅแแฐ แแแ แ แแ แแแต แ แฃแแญ แฅแตแญ แแญ แจแแแตแจแต แญแแ แฃ แ แฅแแแ แแฅแญแต แ แ แตแ แญแแซแ แ แฅแฌ แแแแฅ แแญ แจแฐแแ แจแฐ แแแค
๐ทแญแแ แฅแแ แแญแแ แ แแ แแแแซแต แจแแก แ แณแฒแต แ แแแฝแ แจแจแฐแ แฎแชแฐแญ แแแต แฅแซแแฝแฃ แขแแฑแตแตแชแ แญแ แแฅ แฅแแฒแแแแ แจแจแฐแแแ แแฝแณ แฅแแฒแแญแญ แฅแซแฐแจแแต แญแแแแค
@etconp
๐ซแ แ แแธแ แ แแซแต แจแคแต แฝแซแญแ แแข แ แฒแแณแ แแตแจแฎแฝ แจแแจแแแ แฒแแแฃ แคแถแฝแ แแญแ แแฃแข แ แแแ แ แซแฃแขแ แ แแญแ แญแ แแฅแแถแฝ แฅแแฒแแแก แญแฐแจแแแค
แจแฃแแญ แฅแตแญ (Mortgage) แจแแญแ แแแ แแฐแญ แ แแแแฃ แ แฅแแแ แแ แ แจแฐแฅ แจแจแ แ แแ แญแแซ แ แแปแฝแถ แจแคแต แฃแแคแต แจแแแ แแตแ แ แแแค
แ แ แแปแฉ แจแขแตแฎแตแซ แจแชแ แตแดแต แแ แซ แ แจแแฐแ แจแแ แแจแตแ แ แ แ แญแฆแต แฅแฅแจแต แแตแฅ แญแแแแค
๐งแฅแแฐ แแแ แ แแ แแแต แ แฃแแญ แฅแตแญ แแญ แจแแแตแจแต แญแแ แฃ แ แฅแแแ แแฅแญแต แ แ แตแ แญแแซแ แ แฅแฌ แแแแฅ แแญ แจแฐแแ แจแฐ แแแค
๐ทแญแแ แฅแแ แแญแแ แ แแ แแแแซแต แจแแก แ แณแฒแต แ แแแฝแ แจแจแฐแ แฎแชแฐแญ แแแต แฅแซแแฝแฃ แขแแฑแตแตแชแ แญแ แแฅ แฅแแฒแแแแ แจแจแฐแแแ แแฝแณ แฅแแฒแแญแญ แฅแซแฐแจแแต แญแแแแค
แ แฐแแญแ แจแแญ แแแฝ แ แขแตแฎแตแซ แคแต แฅแแฒแแ แจแแแ แฑ แ แณแฒแต แ แ แซแฎแฝ แแแปแธแณแธแ แแ แซแแ แแฐ แแแ แ แแ แฐแจแ แฅแซแแจแ แ แแแค
แฃแ แแแญ แจแขแตแฎแตแซ แชแ แตแดแต แแ แซ แแ แ แ แแญ แแญ แขแแแแฃ แจแฃแ แแ แจแคแต แ แ แซแญ แแฅแถ แแฐ แแแแแ แดแญแแแแ แแฐแฐแแ แฐ แ แ แซแญ แ แแธแแแญ แแญ แแแค
แแแ แ แแ แฉแฃแแซแแฝแ แดแญแแแแแฝ แแฐ แ แแญ แแตแฅ แแแฃแณแธแแฃ แ แแฃแญ แแแณแต แจแคแต แแแฃแณ แฅแซแตแ แ แแณแฐแแ แจแคแต แแแแตแ แ แแญแซแต แจแแต แตแแ แแ แญแซแแณแแข
[Pic from Century Real Estate Website]
@etconp
โค10
๐practical site checklist for a reinforced concrete column before concreting (casting)
๐งCOLUMN CHECKLIST
Before Concrete Casting
1. Drawings & Setting Out
โ Latest approved structural drawings available on site
โ Column location, size, and orientation checked as per drawing
โ Column grid lines and centerlines marked correctly
โ Column position verified using total station / tape / plumb
2. Reinforcement (Rebar) Inspection
โ Main bar diameter and quantity as per drawing
โ Bar spacing correct
โ Stirrups / ties size and spacing as per drawing
โ Hooks and bends properly formed (135ยฐ for seismic areas)
โ Lapping length as per code and drawing
โ Lap location approved (not at critical stress zone)
โ Bars are clean (free from mud, oil, loose rust)
โ Cover blocks / spacers fixed properly
โ Minimum concrete cover maintained (usually 25 mm)
3. Formwork (Shuttering)
โ Formwork dimension checked (width, depth, height)
โ Formwork is strong, rigid, and tight
โ No gaps or openings for leakage of cement slurry
โ Formwork properly aligned and plumb (vertical)
โ Proper support and bracing provided
โ Inner surface cleaned
โ Form oil applied evenly (not excessive)
4. Embedded Items & Inserts
โ Starter bars from footing / beam properly fixed
โ Anchor bolts, sleeves, conduits placed correctly (if any)
โ Openings and inserts approved and secured
5. Level & Height
โ Column bottom level verified
โ Column top level / cutoff level marked
โ Reference level clearly visible
6. Concreting Preparation
โ Approved concrete mix design available
โ Slump requirement confirmed
โ Concrete mixer / batching plant ready
โ Vibrator available and working
โ Sufficient labor and supervision arranged
โ Weather condition suitable (no heavy rain)
7. Safety & Quality Control
โ Safe access provided for workers
โ PPE available (helmet, gloves, boots)
โ Cube mold ready for concrete strength test
โ Site engineer / consultant approval obtained
8. Final Approval
โ Column inspected and approved for concreting
โInspection record signed by: Site Engineer Consultant / Client Representative
@etconp
๐งCOLUMN CHECKLIST
Before Concrete Casting
1. Drawings & Setting Out
โ Latest approved structural drawings available on site
โ Column location, size, and orientation checked as per drawing
โ Column grid lines and centerlines marked correctly
โ Column position verified using total station / tape / plumb
2. Reinforcement (Rebar) Inspection
โ Main bar diameter and quantity as per drawing
โ Bar spacing correct
โ Stirrups / ties size and spacing as per drawing
โ Hooks and bends properly formed (135ยฐ for seismic areas)
โ Lapping length as per code and drawing
โ Lap location approved (not at critical stress zone)
โ Bars are clean (free from mud, oil, loose rust)
โ Cover blocks / spacers fixed properly
โ Minimum concrete cover maintained (usually 25 mm)
3. Formwork (Shuttering)
โ Formwork dimension checked (width, depth, height)
โ Formwork is strong, rigid, and tight
โ No gaps or openings for leakage of cement slurry
โ Formwork properly aligned and plumb (vertical)
โ Proper support and bracing provided
โ Inner surface cleaned
โ Form oil applied evenly (not excessive)
4. Embedded Items & Inserts
โ Starter bars from footing / beam properly fixed
โ Anchor bolts, sleeves, conduits placed correctly (if any)
โ Openings and inserts approved and secured
5. Level & Height
โ Column bottom level verified
โ Column top level / cutoff level marked
โ Reference level clearly visible
6. Concreting Preparation
โ Approved concrete mix design available
โ Slump requirement confirmed
โ Concrete mixer / batching plant ready
โ Vibrator available and working
โ Sufficient labor and supervision arranged
โ Weather condition suitable (no heavy rain)
7. Safety & Quality Control
โ Safe access provided for workers
โ PPE available (helmet, gloves, boots)
โ Cube mold ready for concrete strength test
โ Site engineer / consultant approval obtained
8. Final Approval
โ Column inspected and approved for concreting
โInspection record signed by: Site Engineer Consultant / Client Representative
@etconp
โค15๐7๐2