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
๐แแขแพแแฑ แคแญแแญแต แแแฃแณ แจแแญ แจแแญแแแต แฐแแแต แตแตแตแต แขแแฎแ แถแแญ แฅแตแญ แแแตแ แต แแ แแแฃแณแธแ แณแแ
๐งแจแขแตแฎแตแซ แ แจแญ แแแแต แแฉแ แ แฆแฎแแซ แญแแ แขแพแแฑ แจแฐแ แ แ แแฅ แ แกแดแซ แ แฐแฃแ แ แซแฃแข แแแซแตแแแฃแ แจแขแพแแฑ แแแ แ แแ แคแญแแญแต แแแฃแณ แแฎแแญแตแฃ แจแฐแแซแฉ แจแแญ แจแแญแแแต แฐแแแต แตแตแตแต แขแแฎแ แถแแญ แฅแตแญ แแแ แจแฅ แแ แแแฃแณแธแ แฐแแแธแข
โบแจแ แจแญ แแแแต แแฉแ แแ แฅแซ แ แตแแปแ แ แถ แแตแแ แฃแฐแ แแชแแญแฐแญ แฅแแฐแแแนแตแฃ แฃแแแ แแญ แ แแฎแฎ แซแฃแต แ แฐแซแแฐแ แจแ แแชแซ แขแแจแตแตแแแต แแจแ แจแฐแแ แจแฐแแซแฉ แ แแฎแฝ แแญแแแต แ แ แซแขแแฝ แแแฎแแญแฑ แแแฃแณ แตแตแตแต แขแแฎแ แถแแญ แฅแตแญ แแแ แจแฅ แแ แแฅแฐแแแกแก
โบแแแแ แ แแ แคแญแแญแฑ แแแฃแณ แแญแแญ แจแแญแแแต แแดแแ แซแซแฐแฑ แจแแฎแแจแต แแจแแแฝแ แซแแ แฐแแถแฝ แฅแตแญ แแ แจแฅ แแแฝแ แ แซแแต แแแฉแ แ แจแญ แแแแต แแฉแ แซแตแณแแ แฒแแแฃ แแขแพแแฑ แคแญแแญแต แแฎแแญแต แจแแแแชแซ แแแซแ แแแฃแณ แจแแซแตแแแแ แแช 12.5 แขแแฎแ แถแแญ แจแแ แ แแแแแ แจแแแแชแซ แแแซแ แแแฃแณแแ แฅ.แค.แ . แ 2030 แฐแ แแ แ แแแต 60 แแแฎแ แแแแฐแแฝ แซแตแฐแแแณแ แฐแฅแ แฅแแฐแแ แ แ แแแฟแแกแก
Via แชแแญแฐแญ
@etconp
๐งแจแขแตแฎแตแซ แ แจแญ แแแแต แแฉแ แ แฆแฎแแซ แญแแ แขแพแแฑ แจแฐแ แ แ แแฅ แ แกแดแซ แ แฐแฃแ แ แซแฃแข แแแซแตแแแฃแ แจแขแพแแฑ แแแ แ แแ แคแญแแญแต แแแฃแณ แแฎแแญแตแฃ แจแฐแแซแฉ แจแแญ แจแแญแแแต แฐแแแต แตแตแตแต แขแแฎแ แถแแญ แฅแตแญ แแแ แจแฅ แแ แแแฃแณแธแ แฐแแแธแข
โบแจแ แจแญ แแแแต แแฉแ แแ แฅแซ แ แตแแปแ แ แถ แแตแแ แฃแฐแ แแชแแญแฐแญ แฅแแฐแแแนแตแฃ แฃแแแ แแญ แ แแฎแฎ แซแฃแต แ แฐแซแแฐแ แจแ แแชแซ แขแแจแตแตแแแต แแจแ แจแฐแแ แจแฐแแซแฉ แ แแฎแฝ แแญแแแต แ แ แซแขแแฝ แแแฎแแญแฑ แแแฃแณ แตแตแตแต แขแแฎแ แถแแญ แฅแตแญ แแแ แจแฅ แแ แแฅแฐแแแกแก
โบแแแแ แ แแ แคแญแแญแฑ แแแฃแณ แแญแแญ แจแแญแแแต แแดแแ แซแซแฐแฑ แจแแฎแแจแต แแจแแแฝแ แซแแ แฐแแถแฝ แฅแตแญ แแ แจแฅ แแแฝแ แ แซแแต แแแฉแ แ แจแญ แแแแต แแฉแ แซแตแณแแ แฒแแแฃ แแขแพแแฑ แคแญแแญแต แแฎแแญแต แจแแแแชแซ แแแซแ แแแฃแณ แจแแซแตแแแแ แแช 12.5 แขแแฎแ แถแแญ แจแแ แ แแแแแ แจแแแแชแซ แแแซแ แแแฃแณแแ แฅ.แค.แ . แ 2030 แฐแ แแ แ แแแต 60 แแแฎแ แแแแฐแแฝ แซแตแฐแแแณแ แฐแฅแ แฅแแฐแแ แ แ แแแฟแแกแก
Via แชแแญแฐแญ
@etconp
โค16
ADVERTISMENT
แณแแซแต แแแต แฅแ แ แฆแแต แ แ แซแข
โ แจแแแฐแฃแธแ แ แแแแแถแฝ
๐ แแแต any Size & thickness
๐ แ แฆแแต (แฅแญแต แแแฃแตแ แแ แ)
๐ แจแฐแแซแฉ [modefic] แตแซแแฝแ แฅแแฐแซแแแข
โฆ๏ธ แแแแแแ แฅแจแณ แฅแจแต แฅแแแแแแข
โ๏ธแตแแญ 0904040477 แแญแ 0911016833 แฐแแแ แซแแแ
๐ฑแดแแแซแ แแญ แฆhttps://t.me/heavenic1
แ แตแซแปแฆ แ 1.แแญแซแถ
แ.2 แ แจแญ แคแ แชแณแ แแ แจแต
แฅแซแตแ แณแแแแต แแแซแฝแ แแแข
แณแแซแต แแแต แฅแ แ แฆแแต แ แ แซแข
แณแแซแต แแแต แฅแ แ แฆแแต แ แ แซแข
โ แจแแแฐแฃแธแ แ แแแแแถแฝ
๐ แแแต any Size & thickness
๐ แ แฆแแต (แฅแญแต แแแฃแตแ แแ แ)
๐ แจแฐแแซแฉ [modefic] แตแซแแฝแ แฅแแฐแซแแแข
โฆ๏ธ แแแแแแ แฅแจแณ แฅแจแต แฅแแแแแแข
โ๏ธแตแแญ 0904040477 แแญแ 0911016833 แฐแแแ แซแแแ
๐ฑแดแแแซแ แแญ แฆhttps://t.me/heavenic1
แ แตแซแปแฆ แ 1.แแญแซแถ
แ.2 แ แจแญ แคแ แชแณแ แแ แจแต
แฅแซแตแ แณแแแแต แแแซแฝแ แแแข
แณแแซแต แแแต แฅแ แ แฆแแต แ แ แซแข
โค1๐1
๐Project Management Triangle (Time โ Cost โ Quality)
๐ซThe Project Management Triangle represents the three key constraints that determine the success of any project: Time, Cost, and Quality.
1๏ธโฃ Time
Project duration and schedule
Includes planning, execution, and delivery deadlines
Delays in time usually increase cost or reduce quality
2๏ธโฃ Cost
Total project budget
Includes direct cost, indirect cost, overheads, and profit
Cost overruns affect profitability and client satisfaction
3๏ธโฃ Quality
Meeting required standards, specifications, and performance Depends on materials, workmanship, and supervision Poor quality leads to rework, delays, and extra cost
4๏ธโฃ Relationship Between Time, Cost & Quality
Reducing time โ increases cost (overtime, more resources) Reducing cost โ affects quality or increases time Improving quality โ may increase cost or time
You cannot change one without affecting the others.
@etconp
๐ซThe Project Management Triangle represents the three key constraints that determine the success of any project: Time, Cost, and Quality.
1๏ธโฃ Time
Project duration and schedule
Includes planning, execution, and delivery deadlines
Delays in time usually increase cost or reduce quality
2๏ธโฃ Cost
Total project budget
Includes direct cost, indirect cost, overheads, and profit
Cost overruns affect profitability and client satisfaction
3๏ธโฃ Quality
Meeting required standards, specifications, and performance Depends on materials, workmanship, and supervision Poor quality leads to rework, delays, and extra cost
4๏ธโฃ Relationship Between Time, Cost & Quality
Reducing time โ increases cost (overtime, more resources) Reducing cost โ affects quality or increases time Improving quality โ may increase cost or time
You cannot change one without affecting the others.
@etconp
โค14๐7
"แฐแจแแแ แซแแ แ แ แแแฃแณ แ แแจแแแ แจแฐแจแฐแฐแ แแแฐแฅ แ 5แแแต แจ5 แแญ แฅแตแซแตแ แ แแแแฅ แฐแแฃโ๏ธ
แฐแจแณแฝ แญแแ แแแแต แฐแฐแ แฅแตแ 42 แ แตแซแป แฐแด แจแฐแ แงแแงแแ /แญ/แจแฐแ แจแ แแ แ แแ แแฅแญ 624/2001 แ แแแฝ 53/2/แ/ แฅแ /แ/ แแญ แจแฐแแแจแฐแแ แ แแฐแแแ แ แ/แฎ แแ แแแแต แ แฐแฐแ แ แจแแญแแ แตแแฃแ แแฐแจแต แจแ แแ แ แแ แ แแแ แฐแ แ แแฃแฅ แแแซแจแแแแ แแแฃแณ แฐแแขแแต แซแแ แจแ แแ แแแฃแณ แฃแแแซ แ แแซแชแ แฎแแตแซแญแฐแญ แญแ แ แแแแ แแตแแแฃแต แฒแแฃแ แแ แแแ แฐแจแ แ แแญแแฅแแ แฃแแแซ แฃแแแ แฐแแฝ แฅแญ แแญ 2017 แ.แ แ แแ แ แแตแแฃแฑ แฅแ แจแแซแจแแแแ แแแฃแณ แแตแฅ แจแ แแแ แ แซแ แจแแแแ แฒแแฒ แณแแจแญ แฐแจแแแ แฃแแ แ แ แจแแแฃแณ แแณแแตแ แแจแฐแ แจแแแฃแแ แจแ แแแฃแฅ แแฐแต แฃแแแ แ แ แจแฐแจแ แ แณแฝ แจแแ แแแฃแณ แ แแแแฃแฑ แ แแธแแ แฐแจแแแ แซแแ แ แ แแแฃแณ แแจแแแ แแแแ แญแต แฐแจแถ แแจแแซแแ แจแฐแด แจแฐแ 4แ แแ แแแต แฃแขแซ แ แฃแญแถ แแฐแด แจแฐแ แแตแ แฝ/แคแต แ แแ แจแฅ แ/แ แแ แญแฑแ แ แแ แแแญ แแฐแด แจแฐแ แแจแณ แแญแต แคแต แ แแจแ แกแก
แจแฐแด แจแฐแ แแจแณ แ/แคแต แแแแ แฝแแต แแณแฉแ แ แแแญแแญ แจแฐแแ แจแฐแแต แแตแจแแแฝแ แ แแจแตแ แ แแตแแต แจแฅแแฐแแแต แแณแ แฐแฅแทแแกแก
แ แแแแ แฝแแฑ แจแจแณแฝแ แจแฐแจแณแฝ แจแ แฃแต แแญแ แแ แแ แแซ แ แตแฐแซแจแต แ แแแ แ แ/แคแฑ แ แแ 3/04/2018 แ.แ แ แแแ แฝแแต แฅแแฐแแแ แซแญแแ แแแฝแ แซแตแฐแแซแ แฃแแ แ 5 แแแต แจ 5 แแญ แฅแตแซแต แ แแแแฅ แแแฎ แฅแญ 8000/แตแแแต แฝแ แฅแญ/ แฅแแตแแฃ แแตแแแข"
Via แจแฐแกแฅ แแ แแ แจแแฐแ แ/แคแต
@etconp
แฐแจแณแฝ แญแแ แแแแต แฐแฐแ แฅแตแ 42 แ แตแซแป แฐแด แจแฐแ แงแแงแแ /แญ/แจแฐแ แจแ แแ แ แแ แแฅแญ 624/2001 แ แแแฝ 53/2/แ/ แฅแ /แ/ แแญ แจแฐแแแจแฐแแ แ แแฐแแแ แ แ/แฎ แแ แแแแต แ แฐแฐแ แ แจแแญแแ แตแแฃแ แแฐแจแต แจแ แแ แ แแ แ แแแ แฐแ แ แแฃแฅ แแแซแจแแแแ แแแฃแณ แฐแแขแแต แซแแ แจแ แแ แแแฃแณ แฃแแแซ แ แแซแชแ แฎแแตแซแญแฐแญ แญแ แ แแแแ แแตแแแฃแต แฒแแฃแ แแ แแแ แฐแจแ แ แแญแแฅแแ แฃแแแซ แฃแแแ แฐแแฝ แฅแญ แแญ 2017 แ.แ แ แแ แ แแตแแฃแฑ แฅแ แจแแซแจแแแแ แแแฃแณ แแตแฅ แจแ แแแ แ แซแ แจแแแแ แฒแแฒ แณแแจแญ แฐแจแแแ แฃแแ แ แ แจแแแฃแณ แแณแแตแ แแจแฐแ แจแแแฃแแ แจแ แแแฃแฅ แแฐแต แฃแแแ แ แ แจแฐแจแ แ แณแฝ แจแแ แแแฃแณ แ แแแแฃแฑ แ แแธแแ แฐแจแแแ แซแแ แ แ แแแฃแณ แแจแแแ แแแแ แญแต แฐแจแถ แแจแแซแแ แจแฐแด แจแฐแ 4แ แแ แแแต แฃแขแซ แ แฃแญแถ แแฐแด แจแฐแ แแตแ แฝ/แคแต แ แแ แจแฅ แ/แ แแ แญแฑแ แ แแ แแแญ แแฐแด แจแฐแ แแจแณ แแญแต แคแต แ แแจแ แกแก
แจแฐแด แจแฐแ แแจแณ แ/แคแต แแแแ แฝแแต แแณแฉแ แ แแแญแแญ แจแฐแแ แจแฐแแต แแตแจแแแฝแ แ แแจแตแ แ แแตแแต แจแฅแแฐแแแต แแณแ แฐแฅแทแแกแก
แ แแแแ แฝแแฑ แจแจแณแฝแ แจแฐแจแณแฝ แจแ แฃแต แแญแ แแ แแ แแซ แ แตแฐแซแจแต แ แแแ แ แ/แคแฑ แ แแ 3/04/2018 แ.แ แ แแแ แฝแแต แฅแแฐแแแ แซแญแแ แแแฝแ แซแตแฐแแซแ แฃแแ แ 5 แแแต แจ 5 แแญ แฅแตแซแต แ แแแแฅ แแแฎ แฅแญ 8000/แตแแแต แฝแ แฅแญ/ แฅแแตแแฃ แแตแแแข"
Via แจแฐแกแฅ แแ แแ แจแแฐแ แ/แคแต
@etconp
โค21
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
โค6
The volume of water below the minimum pool level in reservoir is known as
Anonymous Quiz
6%
Useful storage
28%
Surcharge storage
48%
Dead storage
17%
Bank storage
โค10
3058. What is the SI unit of stiffness coefficient?
Anonymous Quiz
19%
(a) m/KN
67%
(b) KN/m
9%
(c) KN
4%
(d) m
๐6๐2
3056. Deflection Equations method was developed by
Anonymous Quiz
33%
(a) Mohr
23%
(b) Bernoulli
29%
(c) Maxwell
15%
(d) Mohr and Manderla
โค6๐ฅฐ4
3034. Which branch of surveying is used to find the elevations of given points with respect to given or assumed datum?
Anonymous Quiz
64%
(a) Levelling
17%
(b) Contouring
14%
(c) Traversing
5%
(d) Surveying
๐6โค1
3015. The pressure distribution diagram for earth pressure at rest is
Anonymous Quiz
30%
(a) circular
44%
(b) triangular
19%
(c) rectangular
7%
(d) square
1๐10โค2
3014. The position of the backfill lying above the horizontal plane at the top of wall is called
Anonymous Quiz
30%
(a) Active state
8%
(b) Plasticity
46%
(c) Surcharge
17%
(d) Slip lines
โค4๐2