Ethio Construction Engineering
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๐Ÿ”จ World Construction Engineering
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โค2
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

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โ™ง แ‹ญแ‹ฐแ‹แˆ‰แˆแŠ• แ‹ซแˆ›แŠญแˆฉแŠ•

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0911016833
๐Ÿ‘‰ 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˜Ž๏ธ Tel: 0961955555

๐Ÿ”น Address 1: Signal road, around
Dinberwa Hospital

๐Ÿ”น Addres 2: Wellosefer, Infront of
Dani Plaza
๐Ÿ‘‰What Is Fly Ash

๐Ÿ’ซFly Ash is a fine powder that comes from burning pulverized coal in power plants.
โบIt is a by-product collected from the flue gases.
โบIn construction, it is used as a supplementary cementitious material (SCM) โ€” meaning it behaves like cement when mixed with water.

โœ… What Fly Ash Does

โบFly ash contains silica (SiOโ‚‚) and alumina (Alโ‚‚Oโ‚ƒ) that react with the lime (Ca(OH)โ‚‚) released from cement hydration and form additional calcium silicate hydrate (C-S-H) โ€” the main strength-giving compound of concrete.

โญ Importance of Fly Ash in Concrete

1๏ธโƒฃ Improves Workability

โบFly ash particles are spherical and smooth โ†’ they act like tiny ball bearings, making fresh concrete easier to mix and place.
2๏ธโƒฃ Increases Long-Term Strength

โบThe pozzolanic reaction continues for a long time and forms extra C-S-H โ†’ results in higher strength after 28 days and beyond.

3๏ธโƒฃ Reduces Heat of Hydration

โบGood for mass concrete (dams, thick foundations) because it minimizes temperature cracks.

4๏ธโƒฃ Improves Durability

โบFly ash concrete is more resistant to:
Sulphate attack
Chloride penetration
Alkali-silica reaction (ASR)
Permeability (less water enters)

5๏ธโƒฃ Reduces Cement Consumption

โบReplacing 15โ€“30% of cement with fly ash:
Saves cost
Makes concrete more sustainable
Reduces COโ‚‚ emissions

6๏ธโƒฃ Increases Workability Retention

โบSlower setting โ†’ useful for hot weather concreting.

7๏ธโƒฃ Improves Finish

โบMakes surface smoother and reduces bleeding & segregation.

โš ๏ธ Disadvantages (for full understanding)

โ‡๏ธSlower early strength (first 3โ€“7 days) compared to pure cement.

โ‡๏ธNot suitable in very cold weather without special care.
Quality depends on source; low-quality fly ash reduces benefits.

๐ŸŽฏ Simple Definition

โบFly ash is a cement-like powder from coal power plants used in concrete to improve strength, durability, workability, and reduce cost.

@etconp
โค8๐Ÿ™3
๐Ÿ‘‰Claim on Additional floor Construction/Addition Works/:

๐ŸšงA contractor can generally claim for an additional floor construction requested by the client, but it depends on the contract agreement and the change management procedures in place.

๐ŸทHow it usually works?

1. Check the Original Contract

If the signed contract was for G+8, and now the client wants to extend to G+10, this is outside the original scope.

The contractor is not obligated to do it without a variation order (VO) or new contract agreement.

2. Variation / Change Order

Most contracts (FIDIC, PPA Ethiopia 2011, etc.) have clauses for variations.

The client (or Engineer/Consultant) issues a variation instruction in writing.

The contractor then submits a claim for:

Additional costs (materials, labor, equipment, subcontractors).

Time extension (because adding two floors increases duration).

3. Contractorโ€™s Right to Claim

The contractor can claim if:

The client formally instructs the change.

The change affects cost and time.

Contractor must submit the claim within the time frame stated in the contract (often 28 days in FIDIC).

4. Evaluation and Approval

The Engineer/Consultant or Client evaluates the claim.

Once approved, the contract price and completion date are adjusted.

5. Risks if No Formal Agreement

If the contractor builds extra floors without written approval, payment disputes may arise.

The client may later refuse to pay, claiming it was not properly instructed.

In summary:
The contractor has the right to claim for additional floor construction requested by the client, but it must go through the formal variation/change order process, with clear documentation of cost and time impact.

@etconp
โค14
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โค3
๐Ÿ‘‰Load Distribution Two Way Slab To Beam

๐Ÿ’ซA two-way slab carries load in both directions (toward beams on all four sides) when the slab aspect ratio (longer side รท shorter side) is not large (rough rule: between about 0.5 and 2.0).

๐Ÿ“ŒThe slab load is transferred to beams as line loads (kN/m) โ€” think of the slab as many narrow strips that hand their load down to the beams beneath them.

๐Ÿ“ŒCommon practical methods to determine the load carried by a particular beam:

๐Ÿท1. Tributary-area method (simple, conservative): each beam takes the load from the slab area that is closest to it.

๐Ÿท2. Equivalent strip / direct design method (used in code handbooks: ACI, BS, IS/BIS) โ€” account for two-way action and give moment distribution coefficients.

๐Ÿท3. FE / plate analysis (most accurate) โ€” used for complex geometry, openings, irregular supports.

@etconp
โค8
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@BemiCreatives

0902397727
โค3
๐Ÿ‘‰Materials resist the five forcesโ€”compression, tension, bending, shear, and torsionโ€”through various mechanisms related to their intrinsic properties, structure, and behavior under stress.

๐ŸšงHereโ€™s a brief overview of how materials respond to each of these forces:


๐Ÿ“š1. Compression

๐Ÿ”—Resistance Mechanism:

๐Ÿ“ŒMaterial Properties: Materials with high compressive strength, such as concrete and metals, can withstand significant loads without deforming.

๐Ÿ“ŒStructural Design: Columns and beams are designed to distribute compressive loads effectively. The cross-sectional area plays a crucial role in resisting compression; larger areas can support more load.

๐Ÿ“ŒElasticity and Plasticity: Under compression, materials may initially deform elastically (returning to original shape) and, if the load exceeds the yield strength, may undergo plastic deformation.

๐Ÿ“š2. Tension

๐Ÿ”—Resistance Mechanism:

๐Ÿ“ŒMaterial Properties: Materials with high tensile strength, like steel and certain polymers, can stretch significantly before breaking.

๐Ÿ“Œ Molecular Structure: The atomic arrangement and bonding in materials contribute to their ability to resist stretching. For example, metals have metallic bonds that allow for some degree of slip without failure.

๐Ÿ“Cross-sectional Area: Similar to compression, a larger cross-section can bear more tensile load.

๐Ÿ“š3. Bending

๐Ÿ”—Resistance Mechanism:

๐Ÿ“Moment of Inertia: The geometric distribution of material about the neutral axis affects its resistance to bending. Materials with a higher moment of inertia (like I-beams) can resist bending more effectively.

๐Ÿ“Œ Material Composition: Different materials respond differently to bending; for example, wood has anisotropic properties (varying strength in different directions), while metals typically behave more isotropically.

๐Ÿ“Œ Yield Strength: When the bending moment exceeds the material's yield strength, it can lead to permanent deformation or failure.

๐Ÿ“š4. Shear

๐Ÿ”—Resistance Mechanism:

๐Ÿ“ŒShear Strength: Materials possess a specific shear strength that defines how much shear stress they can withstand before failing.

๐Ÿ“Œ Friction: In some cases, friction between surfaces can help resist shear forces, especially in mechanical joints or fasteners.

๐Ÿ“ŒLayering and Grain Orientation: In composite materials or wood, the orientation of fibers or layers can significantly affect shear resistance.

๐Ÿ“š5. Torsion

๐Ÿ”—Resistance Mechanism:

๐Ÿ“ŒTorsional Strength: Materials have a torsional strength that defines their ability to resist twisting forces. This is often characterized by the material's shear modulus.

๐Ÿ“ŒGeometric Properties: The shape and cross-section of a shaft or beam influence its ability to resist torsion. Circular cross-sections are typically more effective at resisting torsional loads than square or rectangular ones.

๐Ÿ“ŒDistribution of Stress: Torsion leads to shear stress distributed over the material; understanding how this stress is distributed helps in designing components that can withstand twisting without failure.

๐Ÿ“Summary

In summary, the resistance of materials to these forces is influenced by their physical and mechanical properties, structural design, and the way they are utilized in applications.

Engineers and material scientists consider these factors when selecting materials for specific applications to ensure safety and performance under various loading conditions.

@etconp
โค21๐Ÿ‘Œ2
๐Ÿ‘‰ 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˜Ž๏ธ Tel: 0961955555

๐Ÿ”น Address 1: Signal road, around
      Dinberwa Hospital

๐Ÿ”น Addres 2: Wellosefer, Infront of
     Dani Plaza
โค4
What is a directly proportional measure of a material's Stiffness?
Anonymous Quiz
27%
Density or Unit Weight
7%
Corrosion Resistance
59%
Modulus of Elasticity
7%
Porosity
๐Ÿ‘5๐Ÿ‘2โค1
With reference to the Stress-Strain graph, which enumeration is in order from left to right?
Anonymous Quiz
24%
Plastic, Elastic, Failure
58%
Elastic, (Strain offset), Plastic, Failure
15%
Plastic, Breaking point, Elastic
4%
None of the above
โค4๐Ÿ‘2
What is the usual type of load that one might apply to break a pencil into two using bear hands?
Anonymous Quiz
24%
Tensile load
28%
Shear load
36%
Flexural load
11%
Torsional load
๐Ÿ‘6โค1
What is the type of Failure Behavior that happens when elongation happens first before a material breaks?
Anonymous Quiz
45%
Ductile/ Plastic
28%
Elastic
23%
Tensile
4%
Torsional
๐Ÿ™3โค2
When is the strength of cement tested and graded according to those results?
Anonymous Quiz
14%
7 days
72%
28 days
10%
After the hardening stops
5%
Once the concrete is dry
๐Ÿ™6
The maximum strain offset of a material's elastic elongation is:
Anonymous Quiz
36%
0.01%
41%
0.2%
19%
1%
4%
None of the above
๐Ÿ‘3โค1
The property of a material to be able to return to its original shape after load removal is called:
Anonymous Quiz
10%
Workability
80%
Elasticity
6%
Shear Strength
3%
Malleability
โค5๐Ÿ‘2