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๐Ÿ”จ World Construction Engineering
Latest updates, tips, and tutorials on building, civil engineering, and construction in World.
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๐Ÿ“จ @Philemona7 Or @ETCONpBOT

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๐Ÿ‘‰แ‹จแŠ แ‹‹แˆฝ - แŠฎแˆแ‰ฆแˆแ‰ป - แˆแˆซ แŒˆแ‰ แ‹ซ แŠฅแŠ“ แ‹จแˆแˆซ แŒˆแ‰ แ‹ซ - แˆ˜แ‰€แˆŒ แ‹จแ‰ฃแ‰กแˆญ แˆ˜แˆตแˆ˜แˆฎแ‰ฝ แŒแŠ•แ‰ฃแ‰ณ แˆŠแŒ€แˆแˆญ แАแ‹ แ‰ฐแ‰ฃแˆˆ

๐Ÿš† แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แˆแ‹ตแˆญ แ‰ฃแ‰กแˆญ แŠฎแˆญแ–แˆฌแˆฝแŠ•แฃ แ‰ 2013 แ‹“.แˆ แ‰ แˆฐแˆœแŠ• แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‰ แ‰ฐแŠจแˆฐแ‰ฐแ‹ แŒแŒญแ‰ต แˆแŠญแŠ•แ‹ซแ‰ต แŒแŠ•แ‰ฃแ‰ณแ‰ธแ‹ แ‰ฐแ‰‹แˆญแŒ แ‹ แ‹จแАแ‰ แˆฉแ‰ตแŠ• แ‹จแ‰ฃแ‰กแˆญ แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แŒแŠ•แ‰ฃแ‰ณ แˆˆแˆ›แˆตแŒ€แˆ˜แˆญ แ‹จแˆšแ‹ซแˆตแ‰ฝแˆ‰ แŒแˆแŒˆแˆ›แ‹Žแ‰ฝ แˆ›แŒ แŠ“แ‰€แ‰แŠ• แŠ แˆตแ‰ณแ‹แ‰‹แˆแกแก

๐Ÿทแˆ›แ‹•แŠจแˆ‹แ‹Š แŠขแ‰ตแ‹ฎแŒตแ‹ซแŠ• แŠจแˆฐแˆœแŠ• แŒ‹แˆญ แˆˆแˆ›แŒˆแŠ“แŠ˜แ‰ต แ‹จแ‰ฐแАแ‹ฐแ‰แ‰ต แ‹จแ‰ฃแ‰กแˆญ แˆ˜แˆตแˆ˜แˆฎแ‰นแฆ

๐Ÿ”ถ แ‹จแŠ แ‹‹แˆฝ - แŠฎแˆแ‰ฆแˆแ‰ป - แˆแˆซ แŒˆแ‰ แ‹ซ 392 แŠชแˆŽ แˆœแ‰ตแˆญแฃ
๐Ÿ”ถ แ‹จแˆแˆซ แŒˆแ‰ แ‹ซ - แˆ˜แ‰€แˆŒ 268 แŠชแˆŽ แˆœแ‰ตแˆญ แˆญแ‹แˆ˜แ‰ต แŠ แˆ‹แ‰ธแ‹แกแก

๐Ÿ’ซแ•แˆฎแŒ€แŠญแ‰ถแ‰นแฃ แ‹จแ‰ปแ‹ญแŠ“ แ‹จแ‹แ‹ญแŠ“แŠ•แˆต แ‰ฐแ‰‹แˆ›แ‰ตแŠ• แŒจแˆแˆฎ แ‰ แŠ แ‰ฅแ‹›แŠ›แ‹ แ‰ แ‹แŒญ แ‰ฅแ‹ตแˆญ แ‹จแˆšแˆ แˆฉ แˆ˜แˆ†แŠ“แ‰ธแ‹แŠ• แ‹จแˆ€แŒˆแˆญ แ‹แˆตแŒฅ แˆšแ‹ฒแ‹ซ แ‹˜แŒแ‰งแˆแกแก

๐Ÿ›ค แŠฎแˆญแ–แˆฌแˆฝแŠ‘ แ‰ แ‹“แˆ˜แ‰ฑ แ‹แˆตแŒฅ แŠจแŒแŠ•แ‰ฃแ‰ณ แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แŠฅแŠ“ แŠจแˆŒแˆŽแ‰ฝ แ‹จแŠ•แŒแ‹ต แŠฅแŠ•แ‰…แˆตแ‰ƒแˆดแ‹Žแ‰ฝ 710 แˆšแˆŠแ‹ฎแŠ• แ‰ฅแˆญ แŒˆแ‰ข แ‰ขแ‹ซแŒˆแŠแˆแฃ แŠจแ‰ฃแ‰กแˆญ แˆแ‹ฒแ‹ต แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แŒ‹แˆญ แ‰ แ‰ฐแ‹ซแ‹ซแ‹˜ แ‰ แ‹แŒญ แ‹•แ‹ณ แŒซแŠ“ แ‹แˆตแŒฅ แŠฅแŠ•แ‹ฐแˆšแŒˆแŠ แŒแˆแŒˆแˆ›แ‹ แˆ‹แ‹ญ แ‰ฐแŒ แ‰…แˆทแˆแกแก

@etconp
โค12๐Ÿ‘1๐Ÿ˜ญ1
2580. Aerated concrete is manufactured by expanding the binding material mix by:
Anonymous Quiz
29%
(a) foam forming agents
20%
(b) vibrating the mix thoroughly
15%
(c) reduction of coarse aggregates
36%
(d) gas forming substances
โค8
2593. Which of the following is the most accurate method of estimation?
Anonymous Quiz
7%
Thorough estimate
13%
Cube rate estimate
14%
Total quantity method
66%
Unit quantity method
โค5๐Ÿ‘1
2594. A sample of coarse aggregate weighing 5 kg is fully immersed in water for 24 hours. After surface-drying, its weight is found to be 5.08 kg. If the oven-dried weight of the sample is 5 kg, what is the water absorption percentage of the aggregate?
Anonymous Quiz
11%
4%
21%
2.5%
10%
3%
58%
1.6%
โค4๐Ÿ‘2
2598. Calculate the effective length of a steel column of length 3 m that is effectively held in position at both ends and restrained in rotation at one end?
Anonymous Quiz
10%
1.4 m
17%
1 m
46%
2.4 m
26%
3.4 m
๐Ÿ‘7โค3
2602. Which of following is/are method of traversing with theodolite ?
Anonymous Quiz
6%
(a) Loose needle method
11%
(b) Fast angle method
38%
(c) Deflection angle method
45%
(d) All of above
๐Ÿ‘7
2612. Calculate the theoretical weight of a steel bar of length 8 m and diameter 20 mm. Take density of steel as 7850 kg/cum.
Anonymous Quiz
60%
19.72 kg
17%
12.56 kg
10%
15.58 kg
12%
17.77 kg
โค8
2620. P. The plasticity index of a soil is measure of the amount of clay in the soil.
Q. When silt is added to clay, the plasticity index of the resulting soil increases.
Anonymous Quiz
37%
Both P and Q
15%
Q only
19%
Neither P nor Q
29%
P only
๐Ÿ‘8
2632. Which of the following constant factors relates stress in the steel linearly with stress in adjoining concrete?
Anonymous Quiz
47%
Young's modulus
19%
Shear modulus
18%
Poisson's ratio
15%
Modular ratio
๐Ÿ‘6โค2
2647. In case of volume batching followed for the manufacture of cement concrete, generally, the volume of one bag of cement is considered as
Anonymous Quiz
37%
50 litres
19%
25 litres
37%
35 litres
6%
42 litres
โค3๐Ÿ‘3
2653. Which of the following is NOT an advantage of using Bitumen for roads?
Anonymous Quiz
59%
(a) Quick failure
16%
(b) Smooth ride Surface
14%
(c) Staged Construction
11%
(d) Quick repair
โค3๐Ÿ™1
2650. Which of the following is the correct formula for Pascal's Law?
F = Force, P = Pressure, A = Area of cross-section
Anonymous Quiz
41%
(a) F = P / A
8%
(b) F = A / P
3%
(c) F = P + A
49%
(d) F = PA
๐Ÿ‘8โค2
2654. Which of the following properties is the quantity of work required to cause its failure per its unit volume in construction materials?
Anonymous Quiz
37%
(a) Impact strength
36%
(b) Creep
12%
(c) Thermal Conductivity
16%
(d) Ductility
๐Ÿ‘4๐ŸŽ‰4โค1
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โค1
๐Ÿ‘‰MONOLOTIC CONCRETE POURING [PART-1]

๐Ÿ’ซIn a "monolithic concrete" approach, the 1st floor columns and the 1st+1 floor beam and slab are poured simultaneously as a single, cohesive unit, creating a strong and integrated structure. 

๐Ÿ“œHere's a more detailed explanation: 

๐ŸŽฒWhat is a Monolithic Pour?

โบ"Monolithic" in this context means "all in one pour," where the concrete for the columns and the slab is poured together, forming a single, continuous structure.
โบThis method is also sometimes referred to as a "simultaneous pour".

โญ๏ธBenefits of Monolithic Construction:

โ‡๏ธFaster construction: 
Poured as a single unit, monolithic construction can significantly reduce construction time compared to separate pours.

โ‡๏ธStronger structure: 
The integrated nature of the columns and slab creates a more robust and stable structure.

โ‡๏ธReduced labor costs: 
The simplified process can lead to lower labor costs.

๐ŸทHow it's done?

๐ŸšงSite Preparation: 
The ground needs to be properly compacted and free of organic matter, and the soil needs to be well-drained.

๐ŸšงFormwork: 
Formwork (the molds that hold the concrete in place) needs to be carefully constructed to ensure the correct shape and dimensions of the columns and slab.

๐ŸšงReinforcement: 
Steel reinforcement (rebar) is placed within the formwork to provide tensile strength to the concrete.

๐ŸšงConcrete Pour: 
The concrete is poured into the formwork in a single, continuous process.

๐ŸšงCuring: 
The concrete is then allowed to cure properly, typically by keeping it moist for a certain period.

@etconp
โค12
๐Ÿ‘‰MONOLOTIC CONCRETE POURING [PART-2]

๐Ÿ’ซTypes of Monolithic Structures:

โญ๏ธMonolithic Slab Foundations: 
These are common for houses and other buildings, where the foundation and the first floor slab are poured together.

โญ๏ธMonolithic Slabs with Beams and Columns: 
In some cases, beams and columns can also be poured monolithically with the slab, creating a more complex and integrated structure.

๐Ÿ“œPROBLEMS IN MONOLOTIC CASTING:

โบWhen casting 1st floor columns and the 1st+1 floor beam and slab monolithically (as a single piece), potential problems include differential shrinkage and stress concentration at the column-slab interface, requiring careful design and construction practices to mitigate these issues. 

๐ŸทHere's a more detailed explanation:

๐ŸŽฒ1. Differential Shrinkage:

โนMoisture Loss:
Concrete shrinks as it dries out, and the bottom concrete, enclosed by soil and moisture barriers, cures more slowly than the top concrete.

โนReinforcement:
Reinforcement, if placed in the bottom of the slab, further restricts the bottom concrete from shrinking.

โนCracking:
The top concrete shrinks more and faster than the bottom, leading to cracking at the column-slab interface. 

๐ŸŽฒ2. Stress Concentration:

โนInterface: 
The point where the slab and column meet experiences high stresses.

โนDeflection: 
If the slab deflects, the bottom surface at mid-span might contact the beam's top flange, further concentrating stress. 

๐ŸŽฒ3. Mitigating the Problems:

๐Ÿ“Design Considerations:

โบReinforcement: 
Carefully design the reinforcement to accommodate shrinkage stresses and ensure adequate strength at the column-slab interface. 

โบJoints: 
Consider using control joints or expansion joints to manage shrinkage and prevent excessive cracking. 

โบCuring: 
Proper curing techniques, such as maintaining moisture, can help reduce shrinkage. 

๐Ÿ“Construction Practices:

โบCast Separately: 
In some cases, it might be preferable to cast the columns and slab separately, allowing for independent movement and reducing stress concentration. 

โบFormwork: 
Use proper formwork to ensure accurate placement of the reinforcement and concrete. 

โบConstruction Sequence: 
Ensure that the columns are fully cured before casting the slab to minimize shrinkage effects. 

โ‡๏ธOther Considerations

๐Ÿ”ฐSlab Thickness: 
Ensure the slab thickness is adequate for the intended load and span. 

๐Ÿ”ฐReinforcement Placement: 
Properly place reinforcement to resist bending and shear stresses. 

๐Ÿ”ฐJoint Spacing: 
Evaluate rheological properties of concrete mix, type of aggregate, its volumetric concentration and impurity to determine proper joint spacing

@etconp
โค14
๐Ÿ‘‰แ‰ แˆแ‹•แˆซแ‰ฅ แŠ แ‹แˆฎแ“ แ‹แˆตแŒฅ แŠจแˆšแŒˆแŠ™ แŒฅแŠ•แ‰ณแ‹Š แŠจแ‰ฐแˆžแ‰ฝ แŠ แŠ•แ‹ท แ‹จแˆ†แАแ‰ฝแ‹ แˆตแ”แŠ• แ‹แˆตแŒฅ แ‹จแˆแ‰ตแŒˆแŠ˜แ‹ แˆ›แˆ‹แŒ‹ แ‹•แ‹ตแˆœแ‹‹ แŠจ2800 แŠ แˆ˜แ‰ต แ‰ แˆ‹แ‹ญ แŠฅแŠ•แ‹ฐแˆ†แА แ‹ญแАแŒˆแˆญแˆ‹แ‰ณแˆแข

๐Ÿ’ซแ‰ แˆ›แˆ‹แŒ‹ แŠจ590 แˆบแˆ… แ‰ แˆ‹แ‹ญ แ‹จแˆšแˆ†แŠ• แˆ…แ‹แ‰ฅ แ‰ แ‹แˆƒ แ‹ณแˆญแ‰ป แˆ‹แ‹ญ แ‹จแˆšแŠ–แˆญแ‰ฃแ‰ต แŠจแ‰ฐแˆ› แАแ‰ฝแข

๐ŸšงZaha Hadid Architects แ‰ แ‰…แˆญแ‰ก แ‹ญแ‹ แ‹ซแ‹ฐแˆจแŒˆแ‹ แŠ แˆตแ‹ฐแŠ“แ‰‚ แ‹จแŠชแА แˆ•แŠ•แƒ แ•แˆฎแ–แ‹›แˆ แ‰ แŒฅแŠ•แ‰ณแ‹Šแ‰ท แˆ›แˆ‹แŒ‹ แˆˆแŒแŠ•แ‰ฃแ‰ณ แ‹แŒแŒ แˆ†แŠ—แˆแข

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@etconp
โค14