โผ๏ธแแญแแแญแแแต African CDC แแต แแแต แแ แ แ???!
โ๏ธ09-24-47-98-91
#แดแแญแชแแตแดแต
๐แแญแแแญแแแต African CDC แแต แแแต
#แแ แแแจแแ
๐3 แแแณ 139แซแฌ 10,216,500แฅแญ แแ แญแแซ
#แแต แฅแ แแญแแ แแแแแ
๐ แฃแ 3แแแณ (139แซแฌ)
แแ แญแแซ = 14,595,000แฅแญ
แ แตแ แญแแซ = 10% (1,459,500แฅแญ )
* แแชแแ 90% แฅแตแจ 9แแญแค แซแแแแ แแแตแ แจแแแฃแณ แฅแแแฝ แญแแชแค แ แขแตแฎแตแซ แฅแญ แจแแแ แจแแจแญแฑแต
* 40% แฅแ แจแแซ แ แแญ แแแจแแแฃ20%_30%แ แแฝ แ แแแ แฐแแ
แญแฐแแแแ!
+251924479891
โ๏ธ09-24-47-98-91
#แดแแญแชแแตแดแต
๐แแญแแแญแแแต African CDC แแต แแแต
#แแ แแแจแแ
๐3 แแแณ 139แซแฌ 10,216,500แฅแญ แแ แญแแซ
#แแต แฅแ แแญแแ แแแแแ
๐ แฃแ 3แแแณ (139แซแฌ)
แแ แญแแซ = 14,595,000แฅแญ
แ แตแ แญแแซ = 10% (1,459,500แฅแญ )
* แแชแแ 90% แฅแตแจ 9แแญแค แซแแแแ แแแตแ แจแแแฃแณ แฅแแแฝ แญแแชแค แ แขแตแฎแตแซ แฅแญ แจแแแ แจแแจแญแฑแต
* 40% แฅแ แจแแซ แ แแญ แแแจแแแฃ20%_30%แ แแฝ แ แแแ แฐแแ
แญแฐแแแแ!
+251924479891
โค5
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
แ.3 แแซ
แฅแซแตแ แณแแแแต แแแซแฝแ แแแข
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
แ.3 แแซ
แฅแซแตแ แณแแแแต แแแซแฝแ แแแข
แณแแซแต แแแต แฅแ แ แฆแแต แ แ แซแข
โค3๐1
๐The Main pre-requirements and safety issues for formwork in high-rise buildings
๐ง1. Pre-requirements for Formwork (Before Installation)
โ๏ธA) Approved Design & Drawings
โบFormwork shop drawings approved by engineer
โบChecked for loads: fresh concrete, workers, equipment, wind Proper details for props, ties, bracing, and connections
โ๏ธB) Qualified Personnel
โบFormwork erection supervised by experienced engineer/foreman Workers trained in formwork handling and safety
โ๏ธC) Material Inspection
โบFormwork materials free from: Cracks, deformation, corrosion
โบDamaged plywood or bent steel props
โบAdequate load capacity for high-rise floors
โ๏ธD) Proper Planning
โบFormwork sequence and stripping time planned
โบConcrete strength gain verified before removal Crane lifting plan prepared
โ๏ธD) Stable Base
โบProps placed on solid ground or slabs Use of sole plates/base plates under vertical props
๐ง2. Major Safety Issues in High-Rise Formwork
โ๏ธA) Risk of Collapse (Most Critical)
๐ซCauses:
โบInsufficient bracing
โบEarly removal of props
โบOverloading with materials
๐ซSafety Measures:
โบFollow design strictly
โบNo removal without engineer approval
โ๏ธB) Fall from Height
โบWorkers exposed at slab edges and columns
๐ซSafety Measures:
โบGuardrails and edge protection
โบSafety harness with lifeline Proper access (ladders, stair towers)
โ๏ธC) Improper Shoring & Reshoring
โบLower floors may fail if reshoring is ignored
๐ซSafety Measures:
โบContinuous reshoring transfer checked floor by floor
โ๏ธD) Lifting & Handling Hazards
โบCrane lifting of panels at height
๐ซSafety Measures:
โบCertified lifting points Tag lines used
โบNo workers below suspended loads
โ๏ธE) Concrete Pouring Pressure
โบFresh concrete creates horizontal and vertical pressure
๐ซSafety Measures:
โบControlled pouring rate
โบNo overfilling in one location
โบContinuous monitoring during pour
โ๏ธF) Weather Effects
โบWind load critical in high-rise buildings
โบSafety Measures: Extra bracing at height
โบStop work during strong wind or rain
๐ง3. During Formwork Installation
โบCheck vertical alignment of props
โบEnsure tight connections and locking pins
โบKeep working platforms clean and non-slippery
โบAdequate lighting for night work
๐ง4. Before Concrete Pour
๐ซEngineer & safety officer inspection Confirm:
โบBracing complete Props tight
โบOpenings covered Permit to pour issued
๐ง5. During Stripping
โบRemove only after required concrete strength achieved
Follow top-down or approved sequence
โบDo not remove load-carrying props early Barricade stripping zone
๐ง6. Key Safety Checklist
โ Approved formwork design
โ Strong bracing & reshoring
โ Fall protection system
โ Safe lifting practice
โ Proper supervision
โ No early removal
โ Regular inspection
@etconp
๐ง1. Pre-requirements for Formwork (Before Installation)
โ๏ธA) Approved Design & Drawings
โบFormwork shop drawings approved by engineer
โบChecked for loads: fresh concrete, workers, equipment, wind Proper details for props, ties, bracing, and connections
โ๏ธB) Qualified Personnel
โบFormwork erection supervised by experienced engineer/foreman Workers trained in formwork handling and safety
โ๏ธC) Material Inspection
โบFormwork materials free from: Cracks, deformation, corrosion
โบDamaged plywood or bent steel props
โบAdequate load capacity for high-rise floors
โ๏ธD) Proper Planning
โบFormwork sequence and stripping time planned
โบConcrete strength gain verified before removal Crane lifting plan prepared
โ๏ธD) Stable Base
โบProps placed on solid ground or slabs Use of sole plates/base plates under vertical props
๐ง2. Major Safety Issues in High-Rise Formwork
โ๏ธA) Risk of Collapse (Most Critical)
๐ซCauses:
โบInsufficient bracing
โบEarly removal of props
โบOverloading with materials
๐ซSafety Measures:
โบFollow design strictly
โบNo removal without engineer approval
โ๏ธB) Fall from Height
โบWorkers exposed at slab edges and columns
๐ซSafety Measures:
โบGuardrails and edge protection
โบSafety harness with lifeline Proper access (ladders, stair towers)
โ๏ธC) Improper Shoring & Reshoring
โบLower floors may fail if reshoring is ignored
๐ซSafety Measures:
โบContinuous reshoring transfer checked floor by floor
โ๏ธD) Lifting & Handling Hazards
โบCrane lifting of panels at height
๐ซSafety Measures:
โบCertified lifting points Tag lines used
โบNo workers below suspended loads
โ๏ธE) Concrete Pouring Pressure
โบFresh concrete creates horizontal and vertical pressure
๐ซSafety Measures:
โบControlled pouring rate
โบNo overfilling in one location
โบContinuous monitoring during pour
โ๏ธF) Weather Effects
โบWind load critical in high-rise buildings
โบSafety Measures: Extra bracing at height
โบStop work during strong wind or rain
๐ง3. During Formwork Installation
โบCheck vertical alignment of props
โบEnsure tight connections and locking pins
โบKeep working platforms clean and non-slippery
โบAdequate lighting for night work
๐ง4. Before Concrete Pour
๐ซEngineer & safety officer inspection Confirm:
โบBracing complete Props tight
โบOpenings covered Permit to pour issued
๐ง5. During Stripping
โบRemove only after required concrete strength achieved
Follow top-down or approved sequence
โบDo not remove load-carrying props early Barricade stripping zone
๐ง6. Key Safety Checklist
โ Approved formwork design
โ Strong bracing & reshoring
โ Fall protection system
โ Safe lifting practice
โ Proper supervision
โ No early removal
โ Regular inspection
@etconp
โค10๐ฅ4
Forwarded from Ethiopian Construction Vacancy & Tender
๐แจแแแฃแณ แแญ แ แฐแโ๏ธ
๐แแญแฎแขรทแฌแแซ
๐งแ แแฌแ แฅแแต แแญแฎแข แแตแฅ แ แแแฃแณ แแญ แซแ แฃแ 16 แแแ แ แแป แฐแแทแแข
๐ทแจแแณแ แแญแแซแต แฅแ แ แฐแแฝ แแญ แจแฐแจแฐแ แ แฐแ แ แแฐแแแ แแข
๐ซแ แ แแซแฝแ แญแ แ แญแแต แ แฐแ แขแซแแฅแ แจแแแฃแณแ แญแแ แจแแตแ แฝแแญ แญแแแ แแแฃแฑแ แจแแแจแแญ แฐแแ แแ แกแตแ แญแแญ แญแแ?
@etconp
๐แแญแฎแขรทแฌแแซ
๐งแ แแฌแ แฅแแต แแญแฎแข แแตแฅ แ แแแฃแณ แแญ แซแ แฃแ 16 แแแ แ แแป แฐแแทแแข
๐ทแจแแณแ แแญแแซแต แฅแ แ แฐแแฝ แแญ แจแฐแจแฐแ แ แฐแ แ แแฐแแแ แแข
๐ซแ แ แแซแฝแ แญแ แ แญแแต แ แฐแ แขแซแแฅแ แจแแแฃแณแ แญแแ แจแแตแ แฝแแญ แญแแแ แแแฃแฑแ แจแแแจแแญ แฐแแ แแ แกแตแ แญแแญ แญแแ?
@etconp
โค4๐ฑ4๐ญ1
๐แจแแแฃแณ แแแต แฅแ แจแแแฃแณ แแแ
๐ซแ แขแตแฎแตแซ แจแแแป แ แแ แแฅแญ 624/20001 แฅแ แ แแแตแดแฎแฝ แแญแญ แคแต แฐแแฅ แแฅแญ 243/2003 (แ แแแฝ 2(8)) แแฐแจแตแฆ
โญ๏ธแจแแแฃแณ แแแต แแแต แ แแต แจแแแป แแแฃแณ แแแซแแต แแแแแ แ แซแ แแแปแแ แแแแแฃแต แจแแซแตแฝแแต แแญแแญ แแตแแญแถแฝ แฅแแฐแฐแแ แ แจแฐแแ (แแแป) แนแ แฐแจแแแฆ แแแฃแณ แฅแแฒแซแแต แแแต แแตแ แฑแ แจแแแแฝ แแตแจแ แแแต แแแข
๐งแแแ แแแต แฐแแ แ แ แแ แ แแแฝ 2(15) แฅแญ แฅแแฐแฐแ แแฐแ แจแ แแต แแแป แแ แแฃ แ แญแฝแฃ แตแแต แฅแ แ แญแแต แจแแซแณแญ แแ แแแปแ แจแแฐแซแ แตแ แแณแแต /แแฅแ แต/ แฅแ แจแ แแแฃแฅ แแดแ แจแแซแณแญ แแตแ แแญแ แแดแ แฒแแ แจแ แญแญแดแญแธแซแแฃ แตแตแซแญแธแซแแฃ แณแแฐแชแฃ แคแแญแตแชแซแแฃ แแซแแซแแฃ แจแฅแณแต แแจแแจแ แฅแ แแแฝ แ แตแแแ แฅแซแแฝแ แจแแซแณแญ แแตแ แจแแซแซแตแต แแแต แแแข
๐ซแจ YouTube แปแแแฝแ๐
https://www.youtube.com/@EthiopianConstruction7
@etconp
๐ซแ แขแตแฎแตแซ แจแแแป แ แแ แแฅแญ 624/20001 แฅแ แ แแแตแดแฎแฝ แแญแญ แคแต แฐแแฅ แแฅแญ 243/2003 (แ แแแฝ 2(8)) แแฐแจแตแฆ
โญ๏ธแจแแแฃแณ แแแต แแแต แ แแต แจแแแป แแแฃแณ แแแซแแต แแแแแ แ แซแ แแแปแแ แแแแแฃแต แจแแซแตแฝแแต แแญแแญ แแตแแญแถแฝ แฅแแฐแฐแแ แ แจแฐแแ (แแแป) แนแ แฐแจแแแฆ แแแฃแณ แฅแแฒแซแแต แแแต แแตแ แฑแ แจแแแแฝ แแตแจแ แแแต แแแข
๐งแแแ แแแต แฐแแ แ แ แแ แ แแแฝ 2(15) แฅแญ แฅแแฐแฐแ แแฐแ แจแ แแต แแแป แแ แแฃ แ แญแฝแฃ แตแแต แฅแ แ แญแแต แจแแซแณแญ แแ แแแปแ แจแแฐแซแ แตแ แแณแแต /แแฅแ แต/ แฅแ แจแ แแแฃแฅ แแดแ แจแแซแณแญ แแตแ แแญแ แแดแ แฒแแ แจแ แญแญแดแญแธแซแแฃ แตแตแซแญแธแซแแฃ แณแแฐแชแฃ แคแแญแตแชแซแแฃ แแซแแซแแฃ แจแฅแณแต แแจแแจแ แฅแ แแแฝ แ แตแแแ แฅแซแแฝแ แจแแซแณแญ แแตแ แจแแซแซแตแต แแแต แแแข
๐ซแจ YouTube แปแแแฝแ๐
https://www.youtube.com/@EthiopianConstruction7
@etconp
๐11โค8๐4
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
โค3
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โค4
๐Top 10 Best & Most Amazing Construction Structures in the World, famous for their engineering excellence, scale, and innovation ๐๐๏ธ
๐ Top 10 Amazing Construction Structures
1๏ธโฃ Burj Khalifa โ Dubai, UAE
โ๏ธTallest building in the world
Height: 828 m
โ๏ธAdvanced high-rise structural and wind-resistant design
2๏ธโฃ Great Wall of China
โ๏ธLongest man-made structure ever built
Over 21,000 km long
โ๏ธBuilt centuries ago with stone, brick, and earth
3๏ธโฃ Panama Canal โ Panama
โ๏ธOne of the greatest hydraulic engineering works
Connects Atlantic and Pacific Oceans
โ๏ธUses lock system to lift ships
4๏ธโฃ Golden Gate Bridge โ USA
โ๏ธIconic suspension bridge
Designed to resist earthquakes and strong winds
5๏ธโฃ Millau Viaduct โ France
โ๏ธTallest bridge in the world
Height higher than Eiffel Tower
Cable-stayed bridge with elegant design
6๏ธโฃ Petronas Twin Towers โ Malaysia
โ๏ธTallest twin towers in the world Built with reinforced concrete
โ๏ธcore Famous skybridge
7๏ธโฃ Three Gorges Dam โ China
โ๏ธLargest hydroelectric power station
โ๏ธMassive concrete gravity dam
โ๏ธControls floods and generates power
8๏ธโฃ Sydney Opera House โ Australia
โ๏ธUnique shell-shaped roof structure
โ๏ธComplex precast concrete design
โ๏ธArchitectural masterpiece
9๏ธโฃ Palm Jumeirah โ Dubai, UAE
โ๏ธArtificial island built in sea
Massive land reclamation project
โ๏ธVisible from space
๐ Channel Tunnel (Eurotunnel) โ UK & France
โ๏ธUndersea railway tunnel
50 km long
โ๏ธAdvanced tunneling and waterproofing technology
๐๏ธ Why These Structures Are Amazing
โบExtreme size and height
โบAdvanced structural & geotechnical engineering
โบInnovative construction methods
โบLong-term durability and safety
@etconp
๐ Top 10 Amazing Construction Structures
1๏ธโฃ Burj Khalifa โ Dubai, UAE
โ๏ธTallest building in the world
Height: 828 m
โ๏ธAdvanced high-rise structural and wind-resistant design
2๏ธโฃ Great Wall of China
โ๏ธLongest man-made structure ever built
Over 21,000 km long
โ๏ธBuilt centuries ago with stone, brick, and earth
3๏ธโฃ Panama Canal โ Panama
โ๏ธOne of the greatest hydraulic engineering works
Connects Atlantic and Pacific Oceans
โ๏ธUses lock system to lift ships
4๏ธโฃ Golden Gate Bridge โ USA
โ๏ธIconic suspension bridge
Designed to resist earthquakes and strong winds
5๏ธโฃ Millau Viaduct โ France
โ๏ธTallest bridge in the world
Height higher than Eiffel Tower
Cable-stayed bridge with elegant design
6๏ธโฃ Petronas Twin Towers โ Malaysia
โ๏ธTallest twin towers in the world Built with reinforced concrete
โ๏ธcore Famous skybridge
7๏ธโฃ Three Gorges Dam โ China
โ๏ธLargest hydroelectric power station
โ๏ธMassive concrete gravity dam
โ๏ธControls floods and generates power
8๏ธโฃ Sydney Opera House โ Australia
โ๏ธUnique shell-shaped roof structure
โ๏ธComplex precast concrete design
โ๏ธArchitectural masterpiece
9๏ธโฃ Palm Jumeirah โ Dubai, UAE
โ๏ธArtificial island built in sea
Massive land reclamation project
โ๏ธVisible from space
๐ Channel Tunnel (Eurotunnel) โ UK & France
โ๏ธUndersea railway tunnel
50 km long
โ๏ธAdvanced tunneling and waterproofing technology
๐๏ธ Why These Structures Are Amazing
โบExtreme size and height
โบAdvanced structural & geotechnical engineering
โบInnovative construction methods
โบLong-term durability and safety
@etconp
โค12๐1
๐The Standard Proctor Test and the Modified Proctor Test
๐ซThe Standard Proctor Test and the Modified Proctor Test are both laboratory methods used to determine the optimum moisture content (OMC) and maximum dry density (MDD) of soil.
๐ซThese tests are essential for soil compaction in construction projects. The key differences between the two tests are as follows:
โญ๏ธ1. Compaction Energy:
- Standard Proctor Test: Uses lower compaction energy. The test involves compacting soil in a mold using a hammer weighing 2.5 kg (5.5 lbs) dropped from a height of 305 mm (12 inches) for 25 blows per layer.
- Modified Proctor Test: Uses higher compaction energy. The test involves a heavier hammer (4.54 kg or 10 lbs) dropped from a height of 457 mm (18 inches) for 25 blows per layer.
โญ๏ธ2. Purpose:
- Standard Proctor Test: Typically used for lighter construction projects, such as small buildings, roads, and embankments, where lower compaction energy is sufficient.
- Modified Proctor Test: Used for heavier construction projects, such as highways, airports, and large dams, where higher compaction energy is required to achieve greater soil density.
โญ๏ธ3. Dry Density and Moisture Content:
- Standard Proctor Test: Results in a lower maximum dry density and higher optimum moisture content compared to the Modified Proctor Test.
- Modified Proctor Test: Results in a higher maximum dry density and lower optimum moisture content due to the increased compaction energy.
โญ๏ธ4. Applications:
- Standard Proctor Test: Suitable for soils in areas with less stringent compaction requirements.
- Modified Proctor Test: Suitable for soils in areas with higher traffic loads or where greater stability is needed.
โญ๏ธ5. Standards:
- Standard Proctor Test: Follows ASTM D698 or AASHTO T99 standards.
- Modified Proctor Test: Follows ASTM D1557 or AASHTO T180 standards.
๐ทIn summary, the Modified Proctor Test applies higher compaction energy to achieve greater soil density, making it suitable for more demanding engineering projects, while the Standard Proctor Test is used for less critical applications.
@etconp
๐ซThe Standard Proctor Test and the Modified Proctor Test are both laboratory methods used to determine the optimum moisture content (OMC) and maximum dry density (MDD) of soil.
๐ซThese tests are essential for soil compaction in construction projects. The key differences between the two tests are as follows:
โญ๏ธ1. Compaction Energy:
- Standard Proctor Test: Uses lower compaction energy. The test involves compacting soil in a mold using a hammer weighing 2.5 kg (5.5 lbs) dropped from a height of 305 mm (12 inches) for 25 blows per layer.
- Modified Proctor Test: Uses higher compaction energy. The test involves a heavier hammer (4.54 kg or 10 lbs) dropped from a height of 457 mm (18 inches) for 25 blows per layer.
โญ๏ธ2. Purpose:
- Standard Proctor Test: Typically used for lighter construction projects, such as small buildings, roads, and embankments, where lower compaction energy is sufficient.
- Modified Proctor Test: Used for heavier construction projects, such as highways, airports, and large dams, where higher compaction energy is required to achieve greater soil density.
โญ๏ธ3. Dry Density and Moisture Content:
- Standard Proctor Test: Results in a lower maximum dry density and higher optimum moisture content compared to the Modified Proctor Test.
- Modified Proctor Test: Results in a higher maximum dry density and lower optimum moisture content due to the increased compaction energy.
โญ๏ธ4. Applications:
- Standard Proctor Test: Suitable for soils in areas with less stringent compaction requirements.
- Modified Proctor Test: Suitable for soils in areas with higher traffic loads or where greater stability is needed.
โญ๏ธ5. Standards:
- Standard Proctor Test: Follows ASTM D698 or AASHTO T99 standards.
- Modified Proctor Test: Follows ASTM D1557 or AASHTO T180 standards.
๐ทIn summary, the Modified Proctor Test applies higher compaction energy to achieve greater soil density, making it suitable for more demanding engineering projects, while the Standard Proctor Test is used for less critical applications.
@etconp
โค19
Forwarded from Ethiopian Construction Vacancy & Tender
๐Vacancy Announcement
โญ๏ธArchitect (Project-Based / Contract)
๐ซWe are seeking a qualified and experienced Architect for a project-based, contract position.
๐ทMinimum Requirements:Bachelorโs Degree in Architecture or related field.
โบMinimum of 4 years proven professional experience.
โบDemonstrated experience in landscape design and riverside / waterfront development projects.
โบStrong understanding of site planning, grading, drainage, and integration of built structures with natural environments.
โบAbility to work effectively on a contract-based, project-oriented engagement.
โบProficiency in relevant design and documentation software (AutoCAD, SketchUp, Revit, or equivalent).
๐Key Responsibilities:
-Prepare architectural and landscape design concepts aligned with project requirements.
-Develop detailed drawings, layouts, and design documentation.
-Coordinate with engineers, planners, and project stakeholders.
-Participate in site visits and provide technical support during project execution.
-Ensure designs comply with applicable standards, regulations, and environmental considerations.
๐ฐContract Type:
-Project-based
-Contractual engagement
๐ฉHow to Apply: Interested applicants should submit their CV, portfolio, and relevant project experience demonstrating landscape and riverside works to @Michael_shiferaw2771 under subject: Architect Vacancy
@etconp
โญ๏ธArchitect (Project-Based / Contract)
๐ซWe are seeking a qualified and experienced Architect for a project-based, contract position.
๐ทMinimum Requirements:Bachelorโs Degree in Architecture or related field.
โบMinimum of 4 years proven professional experience.
โบDemonstrated experience in landscape design and riverside / waterfront development projects.
โบStrong understanding of site planning, grading, drainage, and integration of built structures with natural environments.
โบAbility to work effectively on a contract-based, project-oriented engagement.
โบProficiency in relevant design and documentation software (AutoCAD, SketchUp, Revit, or equivalent).
๐Key Responsibilities:
-Prepare architectural and landscape design concepts aligned with project requirements.
-Develop detailed drawings, layouts, and design documentation.
-Coordinate with engineers, planners, and project stakeholders.
-Participate in site visits and provide technical support during project execution.
-Ensure designs comply with applicable standards, regulations, and environmental considerations.
๐ฐContract Type:
-Project-based
-Contractual engagement
๐ฉHow to Apply: Interested applicants should submit their CV, portfolio, and relevant project experience demonstrating landscape and riverside works to @Michael_shiferaw2771 under subject: Architect Vacancy
@etconp
โค10๐3
2982. Which of the following is the test to find property of lime
Anonymous Quiz
49%
(a) Water absorption test
22%
(b) Abrasion test
18%
(c) Ball test
11%
(d) Slump test
โค4๐4
2949. On which of the factors does the co-efficient of bend in a pipe depend?
Anonymous Quiz
24%
(a) Angle of bend and radius of curvature of the bend
25%
(b) Angle of bend and radius of the pipe
21%
(c) Radius of curvature of the bend and pipe
31%
(d) Radius of curvature of the bend and pipe and angle of bend
๐4โค1
2946. Which one of the following is a major loss?
Anonymous Quiz
63%
(a) Frictional loss
17%
(b) Shock loss
9%
(c) Entry loss
11%
(d) Exit loss
โค7
2942. The direction between meridian to survey line
Anonymous Quiz
50%
(a) Bearing
21%
(b) Declination
8%
(c) Dip
22%
(d) Angle
๐4
2935. The bearing plate used in the plate load test is in the shape of
Anonymous Quiz
26%
(a) Square
26%
(b) Square or Circular
14%
(c) Rectangular
33%
(d) All of the mentioned
โค4๐3
2934. The plate load test consists in loading a rigid plate at the
Anonymous Quiz
26%
(a) The base of the footing
15%
(b) Bottom of the construction
18%
(c) Foundation level
41%
(d) All of the mentioned
โค3
2928. The main type of butt joints, is a double cover
Anonymous Quiz
32%
(a) Shear bolted joint
22%
(b) Chain bolted joint
20%
(c) Zig-zag bolted joint
26%
(d) All the above
๐4
2922. Maximum diameter of bar for RC slab having thickness D is restricted to
Anonymous Quiz
46%
(a) D / 4
15%
(b) D / 6
24%
(c) D / 8
15%
(d) D / 10
๐5
2920. The amount of reinforcement for main bars in a slab , is designed for
Anonymous Quiz
11%
(a) Minimum bending moment
73%
(b) Maximum bending moment
13%
(c) Maximum shear force
2%
(d) Minimum shear force
โค5๐3
2919. R.C.C. slab is designed as a two way slab when
Anonymous Quiz
8%
(a) Slab is Cantilever
36%
(b) Ratio of longer to shorter span is โฅ 2.0
48%
(c) Ratio of longer to shorter span is < 2.0
8%
(d) Slab is continuous over two opposite edges
โค4๐3