๐แแญแฅ G+3 Mixed Use แแ แซแแ Auto Cad แฒแแญแ แจแแแ แจแณแฝ แฃแแ แแแญ แซแแญแฑแต ๐
https://ye-buna.com/etconp?ref=product_detail&product=6a800dc4e3574_etconp
https://ye-buna.com/etconp?ref=product_detail&product=6a800dc4e3574_etconp
๐ฅฐ2โค1
#100. The minimum depth boreholes for shallow foundation for buildings is:
Anonymous Quiz
11%
A.7m
59%
B.3m
17%
C.5m
13%
D.10m
๐6
#101. In Bulk Excavation the item on the BoQ is differ based on their depth with a multiple of 1.5m, such as up to 3m and up to 4.5m. Which one of the following is necessarily true about this categorization ?
Anonymous Quiz
8%
A. For Easy of Calculation
28%
B. The productivity varies
61%
C. Nature of the soil varies
3%
D. It's the trends
๐3โค1
#102. One of the following does not affect construction project price determination
Anonymous Quiz
69%
A. Tender Evaluation
11%
B. Labor productivity forecast
10%
C. Location of the project
9%
D. Size of the project
โค6๐ฅ1
#103. In your construction project if you have a minimum of four crews for specific activity how many Form are required for that specific activity?
Anonymous Quiz
39%
A. 4.
16%
B. 2
14%
C. 8
31%
D. 1
๐3โค1
#104. The Fine Aggregates are having a size less than:___________
Anonymous Quiz
23%
A. 2.36mm
48%
B. 4.75mm
14%
C. 5mm
16%
D. 75Microns
โค5๐3๐ฅ1
๐แ แตแฐแณแฝ แแ แแแ
แปแแ แคแฐแฐแฆแฝ
๐แ แฒแต แ แแต แแญแแซแต แ แแจแ แจ แทแแแ 1 แแแฎ แฅแตแจ แทแแแ 5 แจแแแญ Quantity Surveying แฅแ Ms Project แฆแแแญแ แฎแญแถแฝ แตแแ แ แจ 25% แ แแฝ แ แญแแแ๐
๐ฉแแแแแแฅ @Philemona7 แญแแแแ
๐Qs แแแแตแฑ ETABS แฆแแต แฅแแฐแฐแ แ แ แแ๐
https://ye-buna.com/etconp?ref=product_detail&product=6a5e233a9c5e0_etconp
แแแซแ แ แฒแต แ แแต๐
@etconp
๐แ แฒแต แ แแต แแญแแซแต แ แแจแ แจ แทแแแ 1 แแแฎ แฅแตแจ แทแแแ 5 แจแแแญ Quantity Surveying แฅแ Ms Project แฆแแแญแ แฎแญแถแฝ แตแแ แ แจ 25% แ แแฝ แ แญแแแ๐
๐ฉแแแแแแฅ @Philemona7 แญแแแแ
๐Qs แแแแตแฑ ETABS แฆแแต แฅแแฐแฐแ แ แ แแ๐
https://ye-buna.com/etconp?ref=product_detail&product=6a5e233a9c5e0_etconp
แแแซแ แ แฒแต แ แแต๐
@etconp
โค3๐1
Ethio Construction Engineering
๐แฐแแ แแต แคแฐแฐแฆแปแฝแ แฅแแแฝ แ แ แจแแนแ แแฐแจแต แจ ETABS แฒแถแญแซแ แชแตแฎ แ แ แแญแ แแแ แจ introduction แแแฎ Analysis แฅแ Design แฃแซแฐแ แแญแฅ แชแตแฎ แฃแแแ
แฐแแแนแแแข ๐ซตแฅแแ แแฌ แญแแ 1 แญแแแแน แแฅแฐแแ๐ https://youtu.be/yB1KO_nYByc @etconp
YouTube
๐ ETABS Full Course 2026 โ Part 9 | แจแแแช แฅแตแจ Advanced | ETABS Tutorial แ แ แแญแ ๐๏ธ๐
๐ ETABS Full Course โ Part 9 | Structural Design & Analysis Tutorial
Continue the complete ETABS course from Beginner to Advanced with this practical, step-by-step tutorial focused on structural analysis and design.
In Part 9, we continue the ETABS workflowโฆ
Continue the complete ETABS course from Beginner to Advanced with this practical, step-by-step tutorial focused on structural analysis and design.
In Part 9, we continue the ETABS workflowโฆ
๐3
๐แ แแแ แ แ
แญแก แจแฐแจแฐแฐแ แ แตแจแ แจแแญแ แ แฐแ แแซแจแ แฐแญแ แจแแแ แ แแต แแ
แคแต แจแฅแแแฝแ แแแฅ แ แแณแฅ แจแแแ แแแแแชแซ แแแแข
๐แจแฐแแซแธแ แฐแแฃแแจแคแต แแแ แ แแญแ แฒแแฐแฑ แ แแ แคแต แแตแฅ แจแแแฉ แคแฐแฐแฆแฝ แฅแป แฐแญแแแแข
โแ แตแฐแซแจแต แตแกแ แต
@etconp
๐แจแฐแแซแธแ แฐแแฃแแจแคแต แแแ แ แแญแ แฒแแฐแฑ แ แแ แคแต แแตแฅ แจแแแฉ แคแฐแฐแฆแฝ แฅแป แฐแญแแแแข
โแ แตแฐแซแจแต แตแกแ แต
@etconp
โค7๐2
๐แตแ แแตแแต แ แญแญแดแญแธแญ แฅแ แแแฃแณ แ แฐแแฃแญ แแแแญ แจแแจแณ 4 แแญแฅ แแ
แแ แ แ แแต แแญ แ แแแ
แฐแแ๐
๐ แจแแซแซแตแฐแแฆ
โ Mosque Architecture
โ Concept & Geometry
โ Space Planning
โ Design Synthesis & Form
โ แจแ แญแญแดแญแธแซแ แฅแ Structural Drawings แจแแณแ แแฎแแญแถแฝ
โ แแแแญแ แแแฎแแญแต แแฃแแป แจแแแ แแญแแญ แแฅแซแชแซแแฝ แซแแ แแ๐
๐ซแฅแแแ แแ แแ แจแแแ แจแณแฝ แฃแแ แแแญ แซแแญแฑแต๐
https://ye-buna.com/etconp?ref=product_detail&product=6a8fbfb8b8611_etconp
๐ แจแแซแซแตแฐแแฆ
โ Mosque Architecture
โ Concept & Geometry
โ Space Planning
โ Design Synthesis & Form
โ แจแ แญแญแดแญแธแซแ แฅแ Structural Drawings แจแแณแ แแฎแแญแถแฝ
โ แแแแญแ แแแฎแแญแต แแฃแแป แจแแแ แแญแแญ แแฅแซแชแซแแฝ แซแแ แแ๐
๐ซแฅแแแ แแ แแ แจแแแ แจแณแฝ แฃแแ แแแญ แซแแญแฑแต๐
https://ye-buna.com/etconp?ref=product_detail&product=6a8fbfb8b8611_etconp
โค9๐ฅฐ1
๐๏ธ TYPES OF LOADS ON COLUMNS EVERY STRUCTURAL ENGINEER MUST CONSIDER
A column is not simply a vertical concrete or steel memberโit is a critical load-transfer element that carries forces from beams, slabs, walls, and upper floors safely to the foundation.
Before designing a column, the engineer must identify all relevant actions and load combinations.
๐น 1. DEAD LOAD (G)
Permanent loads from:
โข Self-weight of columns, beams & slabs
โข Masonry/block walls
โข Finishes and screeds
โข Roof systems
โข Permanent MEP installations
๐น 2. LIVE LOAD (Q)
Variable loads caused by occupants and movable items:
โข People
โข Furniture
โข Equipment
โข Storage
โข Maintenance activities
๐น 3. WIND LOAD (W)
Wind produces lateral forces and overturning effects on the building. Columns may experience:
โข Bending moment
โข Shear force
โข Axial compression/tension
๐น 4. EARTHQUAKE LOAD (E)
For seismic regions, columns are subjected to significant:
โข Axial forces
โข Shear forces
โข Bending moments
โ ๏ธ Seismic design is not just about calculating lateral loadโthe column must also satisfy ductility and capacity-design requirements.
๐น 5. ROOF & SPECIAL LOADS
Depending on the building:
โข Roof live load
โข Rain/water ponding
โข Snow load where applicable
โข Solar panels
โข Water tanks
โข Heavy rooftop equipment
๐น 6. PARTITION & WALL LOADS
Walls supported by beams or slabs ultimately transfer their loads to columns and foundations. These should not be ignored simply because they are โnon-structural.โ
๐น 7. IMPACT & MACHINE LOADS
Industrial and special buildings may require consideration of:
โข Crane loads
โข Vibrating machinery
โข Vehicle impact
โข Equipment loads
๐น 8. TEMPERATURE & SHRINKAGE EFFECTS
Thermal movement, concrete shrinkage and creep can generate additional forces, particularly in restrained structures.
๐น 9. EARTH PRESSURE / RETAINING EFFECTS
Columns connected to basement or retaining systems may receive forces associated with:
โข Lateral earth pressure
โข Groundwater pressure
โข Surcharge
๐ IMPORTANT DESIGN CHECK
A column should not be designed using axial load alone.
The engineer should generally check the interaction of:
N โ Axial Force
M โ Bending Moment
V โ Shear Force
For reinforced concrete columns, the critical design concept is often PโM interaction (axial loadโbending moment interaction).
๐ฅ ENGINEERING RULE:
Never design a column from its tributary floor load alone. Trace the complete load path from roof โ slabs โ beams โ columns โ foundations โ soil.
A professional structural engineer asks:
โWhere does every load come from, how is it transferred, and what combination produces the critical design effect?โ
๐ Next Part: How to Calculate Column Load Step-by-Step โ From Slab Load to Foundation
#StructuralEngineering #ColumnDesign #StructuralDesign #CivilEngineering #Construction #EngineeringEducation #EthiopianEngineers #ReinforcedConcrete #LoadAnalysis #BuildingDesign
@etconp
A column is not simply a vertical concrete or steel memberโit is a critical load-transfer element that carries forces from beams, slabs, walls, and upper floors safely to the foundation.
Before designing a column, the engineer must identify all relevant actions and load combinations.
๐น 1. DEAD LOAD (G)
Permanent loads from:
โข Self-weight of columns, beams & slabs
โข Masonry/block walls
โข Finishes and screeds
โข Roof systems
โข Permanent MEP installations
๐น 2. LIVE LOAD (Q)
Variable loads caused by occupants and movable items:
โข People
โข Furniture
โข Equipment
โข Storage
โข Maintenance activities
๐น 3. WIND LOAD (W)
Wind produces lateral forces and overturning effects on the building. Columns may experience:
โข Bending moment
โข Shear force
โข Axial compression/tension
๐น 4. EARTHQUAKE LOAD (E)
For seismic regions, columns are subjected to significant:
โข Axial forces
โข Shear forces
โข Bending moments
โ ๏ธ Seismic design is not just about calculating lateral loadโthe column must also satisfy ductility and capacity-design requirements.
๐น 5. ROOF & SPECIAL LOADS
Depending on the building:
โข Roof live load
โข Rain/water ponding
โข Snow load where applicable
โข Solar panels
โข Water tanks
โข Heavy rooftop equipment
๐น 6. PARTITION & WALL LOADS
Walls supported by beams or slabs ultimately transfer their loads to columns and foundations. These should not be ignored simply because they are โnon-structural.โ
๐น 7. IMPACT & MACHINE LOADS
Industrial and special buildings may require consideration of:
โข Crane loads
โข Vibrating machinery
โข Vehicle impact
โข Equipment loads
๐น 8. TEMPERATURE & SHRINKAGE EFFECTS
Thermal movement, concrete shrinkage and creep can generate additional forces, particularly in restrained structures.
๐น 9. EARTH PRESSURE / RETAINING EFFECTS
Columns connected to basement or retaining systems may receive forces associated with:
โข Lateral earth pressure
โข Groundwater pressure
โข Surcharge
๐ IMPORTANT DESIGN CHECK
A column should not be designed using axial load alone.
The engineer should generally check the interaction of:
N โ Axial Force
M โ Bending Moment
V โ Shear Force
For reinforced concrete columns, the critical design concept is often PโM interaction (axial loadโbending moment interaction).
๐ฅ ENGINEERING RULE:
Never design a column from its tributary floor load alone. Trace the complete load path from roof โ slabs โ beams โ columns โ foundations โ soil.
A professional structural engineer asks:
โWhere does every load come from, how is it transferred, and what combination produces the critical design effect?โ
๐ Next Part: How to Calculate Column Load Step-by-Step โ From Slab Load to Foundation
#StructuralEngineering #ColumnDesign #StructuralDesign #CivilEngineering #Construction #EngineeringEducation #EthiopianEngineers #ReinforcedConcrete #LoadAnalysis #BuildingDesign
@etconp
โค12๐1
Ethio Construction Engineering pinned ยซ๐แจQuantity Surveying แฅแ Building Construction Estimation แจ แ แ แตแจ แ แฝแแณแแ แ แฐแแฃแซแ แแณแแแฝ แจแแซแณแตแแ แต แแญแฅ แแ
แแ แจแณแฝ แฃแแ แแแญ แซแแญแฑแต๐ https://ye-buna.com/etconp?ref=product_detail&product=6a8dd294cbaa9_etconpยป
#105. In Transport Engineering the abbreviation AADT stands for
Anonymous Quiz
11%
A. Average access daily traffic
72%
B. Annual average daily traffic
10%
C. Annual access daily traffic
7%
D. Access annual daily traffic
๐4
#106. What is the amaount od domestic preference considered for domestic bidders in international Competitive bidding of works?
Anonymous Quiz
24%
A. 5.0%
40%
B.7.5%
24%
C.15.0%
12%
D. 2.5%
โค3
๐7
#108. At what moisture Content the soil passes from plastic to the liquid state?
Anonymous Quiz
29%
A. Liquid Limit
26%
B. Plasticity Index
18%
C. Liquid Index
26%
D. Plastic Limit
โค7
109.Consider activity-A, if everything goes extremely well, it can be completed in 6days but if everything occurs at its worst, it can be completed in 10days. Its most likely Completion time is assumed to be 8. What is the expected duration of activity A?
Anonymous Quiz
19%
A. 12 days
21%
B. 7 days
11%
C. 9 days
50%
D. 8 days
โค3
๐แแ แจแฎแแตแตแซแญแฝแ แตแซแแฝ แแญ แผแญ แแตแต แจแแแ แจแณแฝ แฃแแ แแแญ แ แแญแฐแ แญแ แแ๐
โฌ๏ธConstruction Work Permit Cheaklist Package
โ Excavation & Earthwork Checklists
โ Foundation & Substructure Checklists
โ Reinforced Concrete (RC) Work Checklists
โ Formwork & Reinforcement Checklists
โ Concrete Casting Checklists
โ Masonry & Block Work Checklists แฅแ แแแฝ ...
https://ye-buna.com/etconp?ref=product_detail&product=6a744a079bb13_etconp
โฌ๏ธConstruction Work Permit Cheaklist Package
โ Excavation & Earthwork Checklists
โ Foundation & Substructure Checklists
โ Reinforced Concrete (RC) Work Checklists
โ Formwork & Reinforcement Checklists
โ Concrete Casting Checklists
โ Masonry & Block Work Checklists แฅแ แแแฝ ...
https://ye-buna.com/etconp?ref=product_detail&product=6a744a079bb13_etconp
โค3๐ฅฐ2
110. Gypsum plastering is not recommended in one of the following area:
Anonymous Quiz
3%
A. Living and dining
92%
B. Toilet
3%
C. Internal Corridor
3%
D. Bed Room
โค9๐ฅฐ6
โ๏ธ Airport Runway โ Construction Concept
An airport runway is a highly engineered pavement system designed to safely support repeated aircraft movements under heavy loads.
This conceptual Text presents the complete structural and infrastructure layout of a flexible runway pavement, including the pavement layers, shoulders, drainage system, taxiway connection, terminal facilities, cross-section, and construction sequence.
๐น Runway Dimensions: 3000 m long ร 30 m wide
๐น Shoulders: 7.5 m on each side
๐น Total Formation Width: 45 m
๐น Pavement Type: Flexible Pavement
๐น Design Aircraft: A320 / B737
๐น Design Life: 20 years
๐น Cross Slope: 2.5% from centreline toward the edges
๐ฃ๏ธ Pavement Layer System
The runway pavement is constructed in multiple layers to distribute aircraft loads safely to the underlying soil:
1. Asphalt Wearing Course โ 50 mm
2. Asphalt Binder Course โ 70 mm
3. Asphalt Base Course โ 100 mm
4. Crushed Aggregate Base โ 250 mm
5. Subbase Course โ 300 mm
6. Compacted Subgrade
๐ Total Pavement Thickness: 770 mm
๐ง๏ธ Drainage System
Proper drainage is essential for runway safety and pavement durability. Side drainage channels collect and carry away surface runoff, preventing water accumulation and protecting the pavement structure from moisture damage.
๐๏ธ Main Construction Elements
โ๏ธ Runway pavement
โ๏ธ Asphalt shoulders
โ๏ธ Drainage channels
โ๏ธ Taxiway connection
โ๏ธ Airport terminal and services
โ๏ธ Runway markings and lighting
โ๏ธ Compacted subgrade and granular layers
๐จ Typical Construction Sequence
1๏ธโฃ Clearing and grubbing
2๏ธโฃ Earthworks and subgrade preparation
3๏ธโฃ Subbase and base laying
4๏ธโฃ Asphalt pavement construction
5๏ธโฃ Shoulder construction
6๏ธโฃ Drainage channel construction
7๏ธโฃ Runway marking and lighting installation
8๏ธโฃ Quality control and commissioning
This infographic provides a clear overview of how different civil engineering, pavement engineering, geotechnical, drainage, and airport infrastructure components work together to create a safe and durable airport runway.
โ๐แแฐแจแแช แแจแ แฅแ แแแฝ แจแฎแแตแตแซแญแฝแ แแญแ แแแแฝ แจ YouTube แแแฝแ แจแณแฝ แฃแแ แแแญ แ แแแฃแต SubScribe แ แญแแ แคแฐแฐแฅ แญแแ๐
https://youtube.com/@ethiopianconstruction7?si=ils307xXQQpIdCwG
@etconp
An airport runway is a highly engineered pavement system designed to safely support repeated aircraft movements under heavy loads.
This conceptual Text presents the complete structural and infrastructure layout of a flexible runway pavement, including the pavement layers, shoulders, drainage system, taxiway connection, terminal facilities, cross-section, and construction sequence.
๐น Runway Dimensions: 3000 m long ร 30 m wide
๐น Shoulders: 7.5 m on each side
๐น Total Formation Width: 45 m
๐น Pavement Type: Flexible Pavement
๐น Design Aircraft: A320 / B737
๐น Design Life: 20 years
๐น Cross Slope: 2.5% from centreline toward the edges
๐ฃ๏ธ Pavement Layer System
The runway pavement is constructed in multiple layers to distribute aircraft loads safely to the underlying soil:
1. Asphalt Wearing Course โ 50 mm
2. Asphalt Binder Course โ 70 mm
3. Asphalt Base Course โ 100 mm
4. Crushed Aggregate Base โ 250 mm
5. Subbase Course โ 300 mm
6. Compacted Subgrade
๐ Total Pavement Thickness: 770 mm
๐ง๏ธ Drainage System
Proper drainage is essential for runway safety and pavement durability. Side drainage channels collect and carry away surface runoff, preventing water accumulation and protecting the pavement structure from moisture damage.
๐๏ธ Main Construction Elements
โ๏ธ Runway pavement
โ๏ธ Asphalt shoulders
โ๏ธ Drainage channels
โ๏ธ Taxiway connection
โ๏ธ Airport terminal and services
โ๏ธ Runway markings and lighting
โ๏ธ Compacted subgrade and granular layers
๐จ Typical Construction Sequence
1๏ธโฃ Clearing and grubbing
2๏ธโฃ Earthworks and subgrade preparation
3๏ธโฃ Subbase and base laying
4๏ธโฃ Asphalt pavement construction
5๏ธโฃ Shoulder construction
6๏ธโฃ Drainage channel construction
7๏ธโฃ Runway marking and lighting installation
8๏ธโฃ Quality control and commissioning
This infographic provides a clear overview of how different civil engineering, pavement engineering, geotechnical, drainage, and airport infrastructure components work together to create a safe and durable airport runway.
โ๐แแฐแจแแช แแจแ แฅแ แแแฝ แจแฎแแตแตแซแญแฝแ แแญแ แแแแฝ แจ YouTube แแแฝแ แจแณแฝ แฃแแ แแแญ แ แแแฃแต SubScribe แ แญแแ แคแฐแฐแฅ แญแแ๐
https://youtube.com/@ethiopianconstruction7?si=ils307xXQQpIdCwG
@etconp
โค10๐3