Ethio Construction Engineering
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๐Ÿฅฐ2โค1
#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
๐Ÿ™6
#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
๐Ÿ‘3โค1
#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
โค6๐Ÿ”ฅ1
#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
๐Ÿ‘3โค1
#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
โค5๐Ÿ‘3๐Ÿ”ฅ1
๐Ÿ‘‰แŠ แˆตแ‹ฐแˆณแ‰ฝ แ‹œแŠ“ แˆˆแ‹šแˆ… แ‰ปแŠ“แˆ แ‰คแ‰ฐแˆฐแ‰ฆแ‰ฝ

๐ŸŒŸแŠ แ‹ฒแˆต แŠ แˆ˜แ‰ต แˆแŠญแŠ•แ‹ซแ‰ต แ‰ แˆ›แˆจแŒ แŠจ แŒทแŒแˆœแŠ• 1 แŒ€แˆแˆฎ แŠฅแˆตแŠจ แŒทแŒแˆœแŠ• 5 แ‹จแˆšแ‰†แ‹ญ Quantity Surveying แŠฅแŠ“ Ms Project แŠฆแŠ•แˆ‹แ‹ญแŠ• แŠฎแˆญแˆถแ‰ฝ แˆตแˆแŒ แŠ“ แ‹จ 25% แ‰…แŠ“แˆฝ แŠ แˆญแŒˆแŠ“แˆ๐Ÿ™

๐Ÿ“ฉแˆˆแˆ˜แˆ˜แ‹แŒˆแ‰ฅ @Philemona7 แ‹ญแƒแ‰แˆแŠ•

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แˆ˜แˆแŠซแˆ แŠ แ‹ฒแˆต แŠ แˆ˜แ‰ต๐Ÿ™

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๐Ÿ‘‰แ‰ แŠ”แ“แˆ แ‰ แ‰…แˆญแ‰ก แŠจแ‰ฐแŠจแˆฐแ‰ฐแ‹ แŠ แˆตแŠจแŠ แ‹จแŒŽแˆญแ แŠ แ‹ฐแŒ‹ แˆ˜แŠซแŠจแˆ แ‰ฐแˆญแŽ แ‹จแ‰†แˆ˜แ‹ แŠ แŠ•แ‹ต แŽแ‰… แ‰คแ‰ต แ‹จแ‰ฅแ‹™แ‹Žแ‰ฝแŠ• แ‰€แˆแ‰ฅ แ‰ แˆ˜แˆณแ‰ฅ แ‹จแ‹“แˆˆแˆ แˆ˜แАแŒ‹แŒˆแˆชแ‹ซ แˆ†แŠ—แˆแข

๐Ÿ›แ‹จแˆฐแˆแˆซแ‰ธแ‹ แˆฐแ‹แฃแŒŽแˆจแ‰คแ‰ต แˆแˆ‰แˆ แ‰ แŒŽแˆญแ‰ แˆฒแ‹ˆแˆฐแ‹ฑ แ‰ แ‹šแˆ… แ‰คแ‰ต แ‹แˆตแŒฅ แ‹จแˆšแŠ–แˆฉ แ‰คแ‰ฐแˆฐแ‰ฆแ‰ฝ แ‰ฅแ‰ป แ‰ฐแˆญแˆแ‹‹แˆแข

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โค7๐Ÿ‘2
๐Ÿ•Œแˆตแˆˆ แˆ˜แˆตแŒŠแ‹ต แŠ แˆญแŠญแ‰ดแŠญแ‰ธแˆญ แŠฅแŠ“ แŒแŠ•แ‰ฃแ‰ณ แ‰ แ‰ฐแŒแ‰ฃแˆญ แˆˆแˆ˜แˆ›แˆญ แ‹จแˆšแˆจแ‹ณ 4 แˆแˆญแŒฅ แˆ˜แ…แˆแ แ‰ แŠ แŠ•แ‹ต แˆ‹แ‹ญ แŠ แ‹˜แŒ‹แŒ…แ‰ฐแŠ“แˆ๐Ÿ“š

๐Ÿ“ แ‹จแˆšแ‹ซแŠซแ‰ตแ‰ฐแ‹แฆ
โœ… Mosque Architecture
โœ… Concept & Geometry
โœ… Space Planning
โœ… Design Synthesis & Form
โœ… แ‹จแŠ แˆญแŠญแ‰ดแŠญแ‰ธแˆซแˆ แŠฅแŠ“ Structural Drawings แ‹จแˆแˆณแˆŒ แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ
โœ… แˆˆแˆ˜แˆ›แˆญแŠ“ แˆˆแ•แˆฎแŒ€แŠญแ‰ต แˆ›แŒฃแ‰€แˆป แ‹จแˆšแˆ†แŠ‘ แ‹แˆญแ‹แˆญ แˆ›แ‰ฅแˆซแˆชแ‹ซแ‹Žแ‰ฝ แ‹ซแˆˆแ‹ แАแ‹๐ŸŒ™

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โค9๐Ÿฅฐ1
๐Ÿ—๏ธ TYPES OF LOADS ON COLUMNS EVERY STRUCTURAL ENGINEER MUST CONSIDER

A column is not simply a vertical concrete or steel memberโ€”it 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.

๐Ÿ”น 1. DEAD LOAD (G)
Permanent loads from:
โ€ข Self-weight of columns, beams & slabs
โ€ข Masonry/block walls
โ€ข Finishes and screeds
โ€ข Roof systems
โ€ข Permanent MEP installations

๐Ÿ”น 2. LIVE LOAD (Q)
Variable loads caused by occupants and movable items:
โ€ข People
โ€ข Furniture
โ€ข Equipment
โ€ข Storage
โ€ข Maintenance activities

๐Ÿ”น 3. WIND LOAD (W)
Wind produces lateral forces and overturning effects on the building. Columns may experience:
โ€ข Bending moment
โ€ข Shear force
โ€ข Axial compression/tension

๐Ÿ”น 4. EARTHQUAKE LOAD (E)
For seismic regions, columns are subjected to significant:
โ€ข Axial forces
โ€ข Shear forces
โ€ข Bending moments

โš ๏ธ Seismic design is not just about calculating lateral loadโ€”the column must also satisfy ductility and capacity-design requirements.

๐Ÿ”น 5. ROOF & SPECIAL LOADS
Depending on the building:
โ€ข Roof live load
โ€ข Rain/water ponding
โ€ข Snow load where applicable
โ€ข Solar panels
โ€ข Water tanks
โ€ข Heavy rooftop equipment

๐Ÿ”น 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 โ€œnon-structural.โ€

๐Ÿ”น 7. IMPACT & MACHINE LOADS
Industrial and special buildings may require consideration of:
โ€ข Crane loads
โ€ข Vibrating machinery
โ€ข Vehicle impact
โ€ข Equipment loads

๐Ÿ”น 8. TEMPERATURE & SHRINKAGE EFFECTS
Thermal movement, concrete shrinkage and creep can generate additional forces, particularly in restrained structures.

๐Ÿ”น 9. EARTH PRESSURE / RETAINING EFFECTS
Columns connected to basement or retaining systems may receive forces associated with:

โ€ข Lateral earth pressure
โ€ข Groundwater pressure
โ€ข Surcharge

๐Ÿ“ 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 Pโ€“M interaction (axial loadโ€“bending moment interaction).

๐Ÿ”ฅ 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:

โ€œWhere does every load come from, how is it transferred, and what combination produces the critical design effect?โ€

๐Ÿ“Œ 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
โค12๐Ÿ‘1
Ethio Construction Engineering pinned ยซ๐Ÿ‘‰แ‹จQuantity Surveying แŠฅแŠ“ Building Construction Estimation แŠจ แˆ€ แŠ แˆตแŠจ แ แ‰ฝแˆŽแ‰ณแ‹ŽแŠ• แ‰ แ‰ฐแŒแ‰ฃแˆซแ‹Š แˆแˆณแˆŒแ‹Žแ‰ฝ แ‹จแˆšแ‹ซแˆณแ‹ตแŒ‰แ‰ แ‰ต แˆแˆญแŒฅ แˆ˜แ…แˆแ แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แ‹ซแ‹แˆญแ‹ฑแ‰ต๐Ÿ‘‡ https://ye-buna.com/etconp?ref=product_detail&product=6a8dd294cbaa9_etconpยป
#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%
โค3
#107. The specific gravity ofCement is:
Anonymous Quiz
6%
A. 3.0
38%
B. 3.15
40%
C. 1.44
17%
D. 2.5
๐Ÿ‘7
#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
โค7
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
โค3
๐Ÿ‘‰แˆ™แˆ‰ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆตแˆซแ‹Žแ‰ฝ แˆ‹แ‹ญ แ‰ผแŠญ แˆŠแˆตแ‰ต แŠจแˆแˆˆแŒ‰ แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แŠ แ‹แˆญแ‹ฐแ‹ แ‹ญแŒ แ‰€แˆ™๐Ÿ‘‡

โฌ‡๏ธConstruction Work Permit Cheaklist Package

โœ…Excavation & Earthwork Checklists
โœ…Foundation & Substructure Checklists
โœ…Reinforced Concrete (RC) Work Checklists
โœ…Formwork & Reinforcement Checklists
โœ…Concrete Casting Checklists
โœ…Masonry & Block Work Checklists แŠฅแŠ“ แˆŒแˆŽแ‰ฝ ...

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โค3๐Ÿฅฐ2
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
โค9๐Ÿฅฐ6
โœˆ๏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.

๐Ÿ”น Runway Dimensions: 3000 m long ร— 30 m wide
๐Ÿ”น Shoulders: 7.5 m on each side
๐Ÿ”น Total Formation Width: 45 m
๐Ÿ”น Pavement Type: Flexible Pavement
๐Ÿ”น Design Aircraft: A320 / B737
๐Ÿ”น Design Life: 20 years
๐Ÿ”น Cross Slope: 2.5% from centreline toward the edges

๐Ÿ›ฃ๏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

๐Ÿ“ Total Pavement Thickness: 770 mm

๐ŸŒง๏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.

๐Ÿ—๏ธ Main Construction Elements

โœ”๏ธ Runway pavement
โœ”๏ธ Asphalt shoulders
โœ”๏ธ Drainage channels
โœ”๏ธ Taxiway connection
โœ”๏ธ Airport terminal and services
โœ”๏ธ Runway markings and lighting
โœ”๏ธ Compacted subgrade and granular layers

๐Ÿ”จ Typical Construction Sequence

1๏ธโƒฃ Clearing and grubbing
2๏ธโƒฃ Earthworks and subgrade preparation
3๏ธโƒฃ Subbase and base laying
4๏ธโƒฃ Asphalt pavement construction
5๏ธโƒฃ Shoulder construction
6๏ธโƒฃ Drainage channel construction
7๏ธโƒฃ Runway marking and lighting installation
8๏ธโƒฃ 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.

โ€‹๐ŸŒแˆˆแ‰ฐแŒจแˆ›แˆช แˆ˜แˆจแŒƒ แŠฅแŠ“ แˆŒแˆŽแ‰ฝ แ‹จแŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹˜แˆญแ แ‹œแŠ“แ‹Žแ‰ฝ แ‹จ YouTube แŒˆแƒแ‰ฝแŠ• แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แ‰ แˆ˜แŒแ‰ฃแ‰ต SubScribe แŠ แˆญแŒˆแ‹ แ‰คแ‰ฐแˆฐแ‰ฅ แ‹ญแˆแŠ‘๐Ÿ‘‡

https://youtube.com/@ethiopianconstruction7?si=ils307xXQQpIdCwG
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โค10๐ŸŽ‰3