๐5โค2๐1
๐Here are some reasons why Roman roads may have lasted for so long:
โบHigh-quality materials: The Romans used high-quality materials, such as large, close-fitting stones for the foundation of their roads.
โบDrainage: Roman roads were built with a camber, which is a slight curvature that helps to drain water off the road. This helped to prevent the roads from being washed away by rain.
โบMaintenance: Roman roads were regularly maintained by slaves and soldiers.
This maintenance helped to keep the roads in good repair and prevent them from deteriorating & That said, Roman roads were not perfect. They were narrow, and they could be dusty and uneven.
๐ทThey also werenโt designed to handle the kind of traffic that we see on roads today.
@etconp
โบHigh-quality materials: The Romans used high-quality materials, such as large, close-fitting stones for the foundation of their roads.
โบDrainage: Roman roads were built with a camber, which is a slight curvature that helps to drain water off the road. This helped to prevent the roads from being washed away by rain.
โบMaintenance: Roman roads were regularly maintained by slaves and soldiers.
This maintenance helped to keep the roads in good repair and prevent them from deteriorating & That said, Roman roads were not perfect. They were narrow, and they could be dusty and uneven.
๐ทThey also werenโt designed to handle the kind of traffic that we see on roads today.
@etconp
โค12๐2
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๐ญ๐ TSEGAYE and YOHANNES J-Bolt & PLATE ๐๐ ๐๐
๐งฟ OUR SERVICES โคต๏ธ
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โ๏ธ J-Bolt
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โค2
๐Design Requirements of Concrete Slabs According to the American Code (ACI 318-19)
โโโโโโโโโโ
โบThe American Concrete Institute (ACI 318-19) provides detailed guidelines for designing concrete slabs to ensure safety and the ability to withstand various loads. Here are the most important engineering requirements to consider:
====================
1๏ธโฃ Types of Concrete Slabs According to ACI 318
๐น Solid Slabs:
One-Way Slab: Longer span โฅ 2 ร shorter span
Two-Way Slab: Longer span < 2 ร shorter span
๐น Hollow-Core Slabs: Used to reduce weight and improve thermal insulation.
๐น Flat Slabs & Flat Plates: Used in residential and commercial buildings without beams.
๐น Waffle & Ribbed Slabs: Used for heavy loads with hidden or exposed beams.
*****
2๏ธโฃ Minimum Slab Thickness
As per ACI 318-19 (Section 7.3.1), the minimum thickness depends on the slab type and loading system:
โ For Slabs Without Beams (Flat Slabs & Plates):
One-Way Slab:
Continuous over two or more supports: L/24
Continuous on all sides: L/28
Two-Way Slab (Directly supported by columns): L/30
โ For Slabs With Beams:
Slab supported on all four sides by beams: L/36
Flat slabs with high loads: L/40
๐ Example:
If span (L) = 5 m, then minimum thickness for a one-way slab on two supports:
500 cm / 24 = 20.8 cm โ Use at least 21 cm
โ ๏ธ Note: Increase thickness for slabs exposed to seismic or heavy loads.
3๏ธโฃ Minimum & Maximum Reinforcement Ratio
As per ACI 318-19 (Sections 7.6.1 & 7.6.2):
๐น Minimum Main Reinforcement Ratio (Long Direction):
ฯ_min = 0.0018 ร f'c / fy
๐น Maximum Main Reinforcement Ratio:
ฯ_max = 0.75 ร ฯ_bal (where ฯ_bal is the balanced ratio)
๐งPractical Tips:
๐For solid slabs, use top and bottom mesh with minimum spacing of 5 cm.
๐Provide extra top reinforcement near edges and columns to prevent early cracking.
________
4๏ธโฃ Reinforcement Spacing Requirements As per ACI 318-19 (Section 7.6.5):
๐น Maximum spacing between main bars:
Not more than ยพ slab thickness or 45 cm, whichever is less.
๐น Minimum concrete cover:
20 mm for interior surfaces
25 mm for exterior exposed surfaces
====================
5๏ธโฃ Load-Bearing Requirements
According to ACI 318-19 (Section 9.2.1):
Slabs must safely carry both live and dead loads using proper safety factors.
Load combination formula:
U = 1.2D + 1.6L
Where:
D = Dead Load
L = Live Load
๐งFor seismic loads, slabs must be designed according to the building's flexibility and appropriate seismic coefficients.
6๏ธโฃ Seismic Design Requirements As per ACI 318-19 (Chapter 18):
๐น Increase reinforcement ratio in high seismic zones
๐น Add more stirrups around columns to resist shear forces
๐น Use additional bottom bars near columns to prevent shear and bending cracks
@etconp
โโโโโโโโโโ
โบThe American Concrete Institute (ACI 318-19) provides detailed guidelines for designing concrete slabs to ensure safety and the ability to withstand various loads. Here are the most important engineering requirements to consider:
====================
1๏ธโฃ Types of Concrete Slabs According to ACI 318
๐น Solid Slabs:
One-Way Slab: Longer span โฅ 2 ร shorter span
Two-Way Slab: Longer span < 2 ร shorter span
๐น Hollow-Core Slabs: Used to reduce weight and improve thermal insulation.
๐น Flat Slabs & Flat Plates: Used in residential and commercial buildings without beams.
๐น Waffle & Ribbed Slabs: Used for heavy loads with hidden or exposed beams.
*****
2๏ธโฃ Minimum Slab Thickness
As per ACI 318-19 (Section 7.3.1), the minimum thickness depends on the slab type and loading system:
โ For Slabs Without Beams (Flat Slabs & Plates):
One-Way Slab:
Continuous over two or more supports: L/24
Continuous on all sides: L/28
Two-Way Slab (Directly supported by columns): L/30
โ For Slabs With Beams:
Slab supported on all four sides by beams: L/36
Flat slabs with high loads: L/40
๐ Example:
If span (L) = 5 m, then minimum thickness for a one-way slab on two supports:
500 cm / 24 = 20.8 cm โ Use at least 21 cm
โ ๏ธ Note: Increase thickness for slabs exposed to seismic or heavy loads.
3๏ธโฃ Minimum & Maximum Reinforcement Ratio
As per ACI 318-19 (Sections 7.6.1 & 7.6.2):
๐น Minimum Main Reinforcement Ratio (Long Direction):
ฯ_min = 0.0018 ร f'c / fy
๐น Maximum Main Reinforcement Ratio:
ฯ_max = 0.75 ร ฯ_bal (where ฯ_bal is the balanced ratio)
๐งPractical Tips:
๐For solid slabs, use top and bottom mesh with minimum spacing of 5 cm.
๐Provide extra top reinforcement near edges and columns to prevent early cracking.
________
4๏ธโฃ Reinforcement Spacing Requirements As per ACI 318-19 (Section 7.6.5):
๐น Maximum spacing between main bars:
Not more than ยพ slab thickness or 45 cm, whichever is less.
๐น Minimum concrete cover:
20 mm for interior surfaces
25 mm for exterior exposed surfaces
====================
5๏ธโฃ Load-Bearing Requirements
According to ACI 318-19 (Section 9.2.1):
Slabs must safely carry both live and dead loads using proper safety factors.
Load combination formula:
U = 1.2D + 1.6L
Where:
D = Dead Load
L = Live Load
๐งFor seismic loads, slabs must be designed according to the building's flexibility and appropriate seismic coefficients.
6๏ธโฃ Seismic Design Requirements As per ACI 318-19 (Chapter 18):
๐น Increase reinforcement ratio in high seismic zones
๐น Add more stirrups around columns to resist shear forces
๐น Use additional bottom bars near columns to prevent shear and bending cracks
@etconp
โค22
๐HYDRAULICS QUIZ
๐ซ1. Calculate the flow velocity using the continuity equation.
Given:
โข Diameter at section 1 = 0.3 m,
โข Velocity at section 1 = 4 m/s
โข Diameter at section 2 = 0.15 m
Find the velocity at section 2.
Options:
A) 8 m/s
B) 12 m/s
C) 16 m/s โ
D) 18 m/s
E) 20 m/s
Solution:
Using the continuity equation:
AโVโ = AโVโ
(ฯ/4) (0.3) ยฒ ร 4 = (ฯ/4) (0.15) ยฒ ร Vโ
(0.09) ร 4 = (0.0225) ร Vโ
0.36 = 0.0225 ร Vโ
Vโ = 0.36 / 0.0225 = 16 m/s
๐ซ2. A pipe with a diameter of 0.2 m carries water at a velocity of 3 m/s. What is the discharge?
Options:
A) 0.094 mยณ/s โ
B) 0.050 mยณ/s
C) 0.125 mยณ/s
D) 0.070 mยณ/s
E) 0.200 mยณ/s
Solution:
Q = A ร V = (ฯ/4) (0.2) ยฒ ร 3 = (0.0314) ร 3 = 0.094 mยณ/s
โ๏ธ3. Calculate the pressure head if the pressure at a point is 150 kPa. (Take ฯ = 1000 kg/mยณ, g = 9.81 m/sยฒ)
Options:
A) 10 m
B) 15.3 m
C) 20.4 m
D) 25.6 m โ
E) 30 m
Solution:
h = P / (ฯg) = 150,000 / (1000 ร 9.81) = 25.6 m
๐ซ4. Water flows at 2 m/s through a 100 mm diameter pipe. Find the Reynolds number. (Kinematic viscosity = 1ร10โปโถ5 mยฒ/s)
Options:
A) 150,000
B) 200,000
C) 100,000 โ
D) 50,000
E) 250,000
Solution:
Re = (V ร D) / ฮฝ = (2 ร 0.1) / (1ร10โปโถ) = 200,000
(Correct answer actually should be B)
โ Corrected: B) 200,000
๐ซ5. A tank drains water through a 0.1 m diameter orifice at its base. If water level is 4 m high, find the velocity at exit.
Options:
A) 5.6 m/s
B) 6.2 m/sy
C) 8.9 m/s โ
D) 9.8 m/s
E) 10.5 m/s
Solution:
V = โ(2gh) = โ(2ร9.81ร4) = โ78.48 = 8.9 m/s
๐ซ6. Determine the head loss in a 50 m long pipe with a flow velocity of 2 m/s, friction factor f = 0.02, and diameter = 0.1 m.
Options:
A) 2.0 m
B) 3.5 m
C) 4.08 m โ
D) 5.2 m
E) 6.1 m
Solution:
hโ = f(L/D)(Vยฒ/2g) = 0.02 ร (50/0.1) ร (2ยฒ / 2ร9.81)
= 0.02 ร 500 ร (4 / 19.62) = 10 ร 0.204 = 2.04 m
โ Corrected Answer: A) 2.04 m
๐ซ7. If velocity = 3 m/s, area = 0.5 mยฒ, what is the flow rate Q?
Options:
A) 1.5 mยณ/s โ
B) 0.3 mยณ/s
C) 6.0 mยณ/s
D) 3.5 mยณ/s
E) 2.0 mยณ/s
Solution:
Q = A ร V = 0.5 ร 3 = 1.5 mยณ/s
๐ซ8. A hydraulic jump occurs with initial depth yโ = 0.3 m and velocity Vโ = 6 m/s. What is Froude number? (g = 9.81 m/sยฒ)
Options:
A) 1.5
B) 2.0
C) 3.4 โ
D) 4.1
E) 5.0
Solution:
Fr = Vโ / โ(g ร yโ) = 6 / โ(9.81 ร 0.3) = 6 / โ2.943 = 6 / 1.715 = 3.4
๐ซ9. The discharge over a rectangular notch is 0.8 mยณ/s, width = 1 m, head = 0.4 m. Find coefficient of discharge Cd.
Options:
A) 0.5
B) 0.6
C) 0.62
D) 0.65
E) 0.64 โ
Solution:
Q = (2/3)Cd ร b ร โ(2g) ร H^(3/2)
0.8 = (2/3)Cd ร 1 ร โ(2ร9.81) ร (0.4)^(3/2)
0.8 = 0.6667 ร Cd ร 4.43 ร 0.253
0.8 = Cd ร 0.749
Cd = 0.8 / 0.749 = 0.64
โ๏ธ10. A reservoir has an area of 1000 mยฒ. If inflow rate is 2 mยณ/s and outflow is 1.5 mยณ/s, what is the rate of rise in water level?
Options:
A) 0.0005 m/s โ
B) 0.001 m/s
C) 0.002 m/s
D) 0.005 m/s
E) 0.01 m/s
Solution:
Net inflow = 2 - 1.5 = 0.5 mยณ/s
Rate of rise = 0.5 / 1000 =0.0005 m/s
โใSUPPORT ME THROUGH ๐ SENDING ๐ใโ
@etconp
๐ซ1. Calculate the flow velocity using the continuity equation.
Given:
โข Diameter at section 1 = 0.3 m,
โข Velocity at section 1 = 4 m/s
โข Diameter at section 2 = 0.15 m
Find the velocity at section 2.
Options:
A) 8 m/s
B) 12 m/s
C) 16 m/s โ
D) 18 m/s
E) 20 m/s
Solution:
Using the continuity equation:
AโVโ = AโVโ
(ฯ/4) (0.3) ยฒ ร 4 = (ฯ/4) (0.15) ยฒ ร Vโ
(0.09) ร 4 = (0.0225) ร Vโ
0.36 = 0.0225 ร Vโ
Vโ = 0.36 / 0.0225 = 16 m/s
๐ซ2. A pipe with a diameter of 0.2 m carries water at a velocity of 3 m/s. What is the discharge?
Options:
A) 0.094 mยณ/s โ
B) 0.050 mยณ/s
C) 0.125 mยณ/s
D) 0.070 mยณ/s
E) 0.200 mยณ/s
Solution:
Q = A ร V = (ฯ/4) (0.2) ยฒ ร 3 = (0.0314) ร 3 = 0.094 mยณ/s
โ๏ธ3. Calculate the pressure head if the pressure at a point is 150 kPa. (Take ฯ = 1000 kg/mยณ, g = 9.81 m/sยฒ)
Options:
A) 10 m
B) 15.3 m
C) 20.4 m
D) 25.6 m โ
E) 30 m
Solution:
h = P / (ฯg) = 150,000 / (1000 ร 9.81) = 25.6 m
๐ซ4. Water flows at 2 m/s through a 100 mm diameter pipe. Find the Reynolds number. (Kinematic viscosity = 1ร10โปโถ5 mยฒ/s)
Options:
A) 150,000
B) 200,000
C) 100,000 โ
D) 50,000
E) 250,000
Solution:
Re = (V ร D) / ฮฝ = (2 ร 0.1) / (1ร10โปโถ) = 200,000
(Correct answer actually should be B)
โ Corrected: B) 200,000
๐ซ5. A tank drains water through a 0.1 m diameter orifice at its base. If water level is 4 m high, find the velocity at exit.
Options:
A) 5.6 m/s
B) 6.2 m/sy
C) 8.9 m/s โ
D) 9.8 m/s
E) 10.5 m/s
Solution:
V = โ(2gh) = โ(2ร9.81ร4) = โ78.48 = 8.9 m/s
๐ซ6. Determine the head loss in a 50 m long pipe with a flow velocity of 2 m/s, friction factor f = 0.02, and diameter = 0.1 m.
Options:
A) 2.0 m
B) 3.5 m
C) 4.08 m โ
D) 5.2 m
E) 6.1 m
Solution:
hโ = f(L/D)(Vยฒ/2g) = 0.02 ร (50/0.1) ร (2ยฒ / 2ร9.81)
= 0.02 ร 500 ร (4 / 19.62) = 10 ร 0.204 = 2.04 m
โ Corrected Answer: A) 2.04 m
๐ซ7. If velocity = 3 m/s, area = 0.5 mยฒ, what is the flow rate Q?
Options:
A) 1.5 mยณ/s โ
B) 0.3 mยณ/s
C) 6.0 mยณ/s
D) 3.5 mยณ/s
E) 2.0 mยณ/s
Solution:
Q = A ร V = 0.5 ร 3 = 1.5 mยณ/s
๐ซ8. A hydraulic jump occurs with initial depth yโ = 0.3 m and velocity Vโ = 6 m/s. What is Froude number? (g = 9.81 m/sยฒ)
Options:
A) 1.5
B) 2.0
C) 3.4 โ
D) 4.1
E) 5.0
Solution:
Fr = Vโ / โ(g ร yโ) = 6 / โ(9.81 ร 0.3) = 6 / โ2.943 = 6 / 1.715 = 3.4
๐ซ9. The discharge over a rectangular notch is 0.8 mยณ/s, width = 1 m, head = 0.4 m. Find coefficient of discharge Cd.
Options:
A) 0.5
B) 0.6
C) 0.62
D) 0.65
E) 0.64 โ
Solution:
Q = (2/3)Cd ร b ร โ(2g) ร H^(3/2)
0.8 = (2/3)Cd ร 1 ร โ(2ร9.81) ร (0.4)^(3/2)
0.8 = 0.6667 ร Cd ร 4.43 ร 0.253
0.8 = Cd ร 0.749
Cd = 0.8 / 0.749 = 0.64
โ๏ธ10. A reservoir has an area of 1000 mยฒ. If inflow rate is 2 mยณ/s and outflow is 1.5 mยณ/s, what is the rate of rise in water level?
Options:
A) 0.0005 m/s โ
B) 0.001 m/s
C) 0.002 m/s
D) 0.005 m/s
E) 0.01 m/s
Solution:
Net inflow = 2 - 1.5 = 0.5 mยณ/s
Rate of rise = 0.5 / 1000 =0.0005 m/s
โใSUPPORT ME THROUGH ๐ SENDING ๐ใโ
@etconp
๐21โค12๐2
๐JOB VACANCY
โญ๏ธDesign Coordinator
๐Addis Ababa
๐ซBachelor's Degree in Architecture, Civil Engineering, or in a related field of study with relevant work experience, out of which 1 year in a senior position.
๐ทDuties & Responsibilities:
- Conducts and manages activities to conceptualize, evaluate alternatives, and receive approvals for project implementation:
- Defines project work scopes, coordinates with permitting and public/private utility agencies, collects and reviews project documentation, performs field data collection, analyzes alternatives, and prepares recommendations and applications. Create and maintain BIM software template files to ensure standards.
- Collaborates with engineers, client, consultants, permit agencies, suppliers, and subcontractors during all phases of projects, and identifies and addresses immediate project needs during the construction phase, ensuring standard production and documentation of all design documents.
โบQuanitity Required: 3
โบMinimum Years Of Experience: #5_years
โก๏ธDeadline: August 11, 2025
๐ฉHow To Apply: Apply using the provided link below๐
Note: use this Vacancy Code - Hahu/Des 001/2025
https://forms.office.com/Pages/ResponsePage.aspx?id=fbibbAsHyk2HrMuCOdJR7l_tOeSslK1NsGRsQb8bHJdURUg0Q1JGN1VVNUs0MlNZSUFDRzFGVFk1My4u
โญ๏ธDesign Coordinator
๐Addis Ababa
๐ซBachelor's Degree in Architecture, Civil Engineering, or in a related field of study with relevant work experience, out of which 1 year in a senior position.
๐ทDuties & Responsibilities:
- Conducts and manages activities to conceptualize, evaluate alternatives, and receive approvals for project implementation:
- Defines project work scopes, coordinates with permitting and public/private utility agencies, collects and reviews project documentation, performs field data collection, analyzes alternatives, and prepares recommendations and applications. Create and maintain BIM software template files to ensure standards.
- Collaborates with engineers, client, consultants, permit agencies, suppliers, and subcontractors during all phases of projects, and identifies and addresses immediate project needs during the construction phase, ensuring standard production and documentation of all design documents.
โบQuanitity Required: 3
โบMinimum Years Of Experience: #5_years
โก๏ธDeadline: August 11, 2025
๐ฉHow To Apply: Apply using the provided link below๐
Note: use this Vacancy Code - Hahu/Des 001/2025
https://forms.office.com/Pages/ResponsePage.aspx?id=fbibbAsHyk2HrMuCOdJR7l_tOeSslK1NsGRsQb8bHJdURUg0Q1JGN1VVNUs0MlNZSUFDRzFGVFk1My4u
โค12
๐JOB VACANCY
โญ๏ธแ แ แแ แจ แณแแฐแช แดแญแแปแ
#Addis_Ababa
๐งแ แดแญแแญแ แแซ แฐแจแ 4 แแญแ แฐแจแ 3 แ แฐแแณแณแญ แจแตแแ แญแต แแญแ แจแฐแแจแ แ แแฃแฅ แจแแ แจแตแซ แแแต แแญ
๐ซแแ แแแแแถแฝแก
- แจแแณแฝ แแตแแแ แฅแ แจแแแฅ แแ แแตแแฎแฝแ แ แ แฃแ แ แตแญแแถแฝ แแจแณแฐแแฃ แแตแแฝแ แจแแแ แฅ แฅแ แจแฐแ แแแต แฐแแฆแฝแ แจแแจแฐแ แฝแแณ แแแจแ แญแแฃแแข
- แจแแ แแณแฝ แ แ แญแฆแต แแตแแฎแฝแ, แจแแณแฝ แแตแแแ แตแญแแถแฝแ แแ แแ แฅแ แแแจแต
- แจแแ แแณแพแฝแ แแณแฎแฝแ แแแญแแญ แฅแ แแณแพแฝแ แแจแณแฐแ แฅแ แแแฝ แแตแแถแฝแ แแ แแ
- แแตแแฝแ, แดแญแแซแ แแตแแฝแ แฅแ แจแแแฃแณ แฎแถแฝแ แแแ แฅ แฅแ แแฐแญแแ
โบQuanitity Required: 1
โบMinimum Years Of Experience: #2_years
โก๏ธDeadline: August 15, 2025
๐ฉHow To Apply: แ แแแซแพแฝ แแแแ แจแตแแ แญแต แฅแ แจแตแซ แแแต แแตแจแแฝแกแ แจแณแฝ แซแแแ แแแญ แ แแ แแ แแญแ แ แขแแ: mehanaimgc@gmail.com แ แแแญ แแแแแฅ แญแฝแแแข
@etconp
โญ๏ธแ แ แแ แจ แณแแฐแช แดแญแแปแ
#Addis_Ababa
๐งแ แดแญแแญแ แแซ แฐแจแ 4 แแญแ แฐแจแ 3 แ แฐแแณแณแญ แจแตแแ แญแต แแญแ แจแฐแแจแ แ แแฃแฅ แจแแ แจแตแซ แแแต แแญ
๐ซแแ แแแแแถแฝแก
- แจแแณแฝ แแตแแแ แฅแ แจแแแฅ แแ แแตแแฎแฝแ แ แ แฃแ แ แตแญแแถแฝ แแจแณแฐแแฃ แแตแแฝแ แจแแแ แฅ แฅแ แจแฐแ แแแต แฐแแฆแฝแ แจแแจแฐแ แฝแแณ แแแจแ แญแแฃแแข
- แจแแ แแณแฝ แ แ แญแฆแต แแตแแฎแฝแ, แจแแณแฝ แแตแแแ แตแญแแถแฝแ แแ แแ แฅแ แแแจแต
- แจแแ แแณแพแฝแ แแณแฎแฝแ แแแญแแญ แฅแ แแณแพแฝแ แแจแณแฐแ แฅแ แแแฝ แแตแแถแฝแ แแ แแ
- แแตแแฝแ, แดแญแแซแ แแตแแฝแ แฅแ แจแแแฃแณ แฎแถแฝแ แแแ แฅ แฅแ แแฐแญแแ
โบQuanitity Required: 1
โบMinimum Years Of Experience: #2_years
โก๏ธDeadline: August 15, 2025
๐ฉHow To Apply: แ แแแซแพแฝ แแแแ แจแตแแ แญแต แฅแ แจแตแซ แแแต แแตแจแแฝแกแ แจแณแฝ แซแแแ แแแญ แ แแ แแ แแญแ แ แขแแ: mehanaimgc@gmail.com แ แแแญ แแแแแฅ แญแฝแแแข
@etconp
โค7
๐JOB VACANCY
๐Furniture Design & Measurement Officer
#minaye_plc
#Addis_Ababa
๐Master's or Bachelor's Degree in Architecture or in a related field of study with relevant work experience
Duties and Responsibilities:
- Lead end-to-end design of bespoke furniture/interiors from concept sketches to production-approved technical packages (2D/3D CAD, material specs, BOMs).
- Pioneer design standardization systems for repeatable excellence across projects.
- Collaborate directly with R&D to test new materials, joinery techniques, and sustainable alternatives.
- Develop digital prototyping workflows to accelerate design-to-factory handoffs.
- Conduct laser-precise site measurements; resolve spatial conflicts with architectural problem-solving.
โบQuanitity Required: 1
โบMinimum Years Of Experience: #3_years
โก๏ธDeadline: August 12, 2025
๐ฉHow To Apply: Submit your application, updated CV and supporting credentials via email: hcminayee@gmail.com with subject line โapplication for intern โ
@etconp
๐Furniture Design & Measurement Officer
#minaye_plc
#Addis_Ababa
๐Master's or Bachelor's Degree in Architecture or in a related field of study with relevant work experience
Duties and Responsibilities:
- Lead end-to-end design of bespoke furniture/interiors from concept sketches to production-approved technical packages (2D/3D CAD, material specs, BOMs).
- Pioneer design standardization systems for repeatable excellence across projects.
- Collaborate directly with R&D to test new materials, joinery techniques, and sustainable alternatives.
- Develop digital prototyping workflows to accelerate design-to-factory handoffs.
- Conduct laser-precise site measurements; resolve spatial conflicts with architectural problem-solving.
โบQuanitity Required: 1
โบMinimum Years Of Experience: #3_years
โก๏ธDeadline: August 12, 2025
๐ฉHow To Apply: Submit your application, updated CV and supporting credentials via email: hcminayee@gmail.com with subject line โapplication for intern โ
@etconp
โค4
๐Pipeline Losses
๐ซA. Types of Losses
1. Major Losses: Friction losses due to fluid flow through the pipeline, influenced by factors like pipe diameter, length, and fluid velocity.
2. Minor Losses: Losses due to fittings, valves, bends, and other pipeline components that disrupt fluid flow.
๐ซB. Causes of Losses
1. Friction: Fluid friction with the pipe wall and other components.
2. Turbulence: Disruptions in fluid flow due to changes in pipe geometry or components.
๐ซC. Importance
Understanding pipeline losses is crucial for:
1. Pipeline Design: Optimizing pipeline design to minimize losses and ensure efficient fluid transport.
2. Energy Efficiency: Reducing energy consumption and costs associated with fluid transportation.
@etconp
๐ซA. Types of Losses
1. Major Losses: Friction losses due to fluid flow through the pipeline, influenced by factors like pipe diameter, length, and fluid velocity.
2. Minor Losses: Losses due to fittings, valves, bends, and other pipeline components that disrupt fluid flow.
๐ซB. Causes of Losses
1. Friction: Fluid friction with the pipe wall and other components.
2. Turbulence: Disruptions in fluid flow due to changes in pipe geometry or components.
๐ซC. Importance
Understanding pipeline losses is crucial for:
1. Pipeline Design: Optimizing pipeline design to minimize losses and ensure efficient fluid transport.
2. Energy Efficiency: Reducing energy consumption and costs associated with fluid transportation.
@etconp
โค7
๐Rebound Hammer Test (Schmidt Hammer Test)
๐ซThe Rebound Hammer Test is a non-destructive testing method used to assess the surface hardness and compressive strength of concrete.
๐งPurpose
โบEstimate the compressive strength of concrete.
โบAssess uniformity and quality of concrete in different locations.
โบDetect deterioration or damage in concrete structures.
๐งEquipment
โบSchmidt Rebound Hammer (spring-loaded hammer with a plunger and scale)
๐Test Procedure
๐ท1. Surface Preparation:
โบClean the surface.
โบEnsure it is smooth and dry.
โบAvoid aggregates or rough patches.
๐ท2. Positioning the Hammer:
โบHold the hammer perpendicular to the concrete surface.
โบCommon orientations: Horizontal, vertical (up/down), inclined.
๐ท3. Impact:
โบPress the hammer against the concrete.
โบA spring mechanism releases the hammer.
โบThe hammer strikes the plunger, and a rebound value is shown on the scale.
๐ท4. Take Multiple Readings:
โบAt least 10 readings in a test area (~300mm x 300mm).
โบDiscard outliers and calculate average rebound number.
๐ท5. Interpretation:
โบUse calibration charts to convert rebound number to compressive strength.
๐Advantages
โบQuick and easy.
โบNo damage to the structure.
โบLow cost.
๐ฒLimitations
โบOnly assesses surface hardness, not deep concrete.
๐ฐAffected by:
โบSurface texture and moisture
โบType and size of aggregate
โบCarbonation of concrete
@etconp
๐ซThe Rebound Hammer Test is a non-destructive testing method used to assess the surface hardness and compressive strength of concrete.
๐งPurpose
โบEstimate the compressive strength of concrete.
โบAssess uniformity and quality of concrete in different locations.
โบDetect deterioration or damage in concrete structures.
๐งEquipment
โบSchmidt Rebound Hammer (spring-loaded hammer with a plunger and scale)
๐Test Procedure
๐ท1. Surface Preparation:
โบClean the surface.
โบEnsure it is smooth and dry.
โบAvoid aggregates or rough patches.
๐ท2. Positioning the Hammer:
โบHold the hammer perpendicular to the concrete surface.
โบCommon orientations: Horizontal, vertical (up/down), inclined.
๐ท3. Impact:
โบPress the hammer against the concrete.
โบA spring mechanism releases the hammer.
โบThe hammer strikes the plunger, and a rebound value is shown on the scale.
๐ท4. Take Multiple Readings:
โบAt least 10 readings in a test area (~300mm x 300mm).
โบDiscard outliers and calculate average rebound number.
๐ท5. Interpretation:
โบUse calibration charts to convert rebound number to compressive strength.
๐Advantages
โบQuick and easy.
โบNo damage to the structure.
โบLow cost.
๐ฒLimitations
โบOnly assesses surface hardness, not deep concrete.
๐ฐAffected by:
โบSurface texture and moisture
โบType and size of aggregate
โบCarbonation of concrete
@etconp
โค7๐2
แจแจแณ
แ แฒแต แแแ แแแ 30 แแ 2017 แ. แ แแตแ แแญ แจแฐแแฐแฐ
https://t.me/ETCONpWORK
@etconp
แ แฒแต แแแ แแแ 30 แแ 2017 แ. แ แแตแ แแญ แจแฐแแฐแฐ
https://t.me/ETCONpWORK
@etconp
๐2โค1
แจแจแณ
แ แฒแต แแแ แแแ 29 แแ 2017 แ. แ แแตแ แแญ แจแฐแแฐแฐ
https://t.me/ETCONpWORK
@etconp
แ แฒแต แแแ แแแ 29 แแ 2017 แ. แ แแตแ แแญ แจแฐแแฐแฐ
https://t.me/ETCONpWORK
@etconp
๐2
แจแจแณ
แ แฒแต แแแ แแแ 30 แแ 2017 แ. แ แแตแ แแญ แจแฐแแฐแฐ
https://t.me/ETCONpWORK
@etconp
แ แฒแต แแแ แแแ 30 แแ 2017 แ. แ แแตแ แแญ แจแฐแแฐแฐ
https://t.me/ETCONpWORK
@etconp
๐2โค1
แจแจแณ
แขแตแฎแตแซแ แแซแแต แแแ 25 แแ 2017 แ. แ แแตแ แแญ แจแฐแแฐแฐ
https://t.me/ETCONpWORK
@etconp
แขแตแฎแตแซแ แแซแแต แแแ 25 แแ 2017 แ. แ แแตแ แแญ แจแฐแแฐแฐ
https://t.me/ETCONpWORK
@etconp
๐1