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๐Ÿ”จ World Construction Engineering
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๐Ÿ‘‰Project Management Triangle (Time โ€“ Cost โ€“ Quality)

๐Ÿ’ซThe Project Management Triangle represents the three key constraints that determine the success of any project: Time, Cost, and Quality.

1๏ธโƒฃ Time

Project duration and schedule
Includes planning, execution, and delivery deadlines
Delays in time usually increase cost or reduce quality

2๏ธโƒฃ Cost

Total project budget
Includes direct cost, indirect cost, overheads, and profit
Cost overruns affect profitability and client satisfaction

3๏ธโƒฃ Quality

Meeting required standards, specifications, and performance Depends on materials, workmanship, and supervision Poor quality leads to rework, delays, and extra cost

4๏ธโƒฃ Relationship Between Time, Cost & Quality

Reducing time โ†’ increases cost (overtime, more resources) Reducing cost โ†’ affects quality or increases time Improving quality โ†’ may increase cost or time
You cannot change one without affecting the others.

@etconp
โค14๐Ÿ‘7
"แ‹ฐแˆจแŒƒแ‹‰แŠ• แ‹ซแˆแŒ แ‰ แ‰€ แŒแŠ•แ‰ฃแ‰ณ แ‰ แˆ›แŠจแŠ“แ‹ˆแŠ• แ‹จแ‰ฐแŠจแˆฐแˆฐแ‹‰ แŒแˆˆแˆฐแ‰ฅ แ‰ 5แ‹“แˆ˜แ‰ต แŠจ5 แ‹ˆแˆญ แŠฅแˆตแˆซแ‰ตแŠ“ แ‰ แŒˆแŠ•แ‹˜แ‰ฅ แ‰ฐแ‰€แŒฃโ—๏ธ

แ‰ฐแŠจแˆณแˆฝ แ‹ญแˆ›แˆ แˆ˜แˆ€แˆ˜แ‹ต แ‰ฐแˆฐแˆ› แŠฅแ‹ตแˆœ 42 แŠ แ‹ตแˆซแˆป แ‹ฐแˆด แŠจแ‰ฐแˆ› แ‰งแАแ‰งแ‹‰แˆƒ /แŠญ/แŠจแ‰ฐแˆ› แ‹จแˆ…แŠ•แƒ แŠ แ‹‹แŒ… แ‰แŒฅแˆญ 624/2001 แŠ แŠ•แ‰€แŒฝ 53/2/แˆ€/ แŠฅแŠ“ /แˆˆ/ แˆ‹แ‹ญ แ‹จแ‰ฐแˆ˜แˆˆแŠจแ‰ฐแ‹‰แŠ• แ‰ แˆ˜แ‰ฐแˆ‹แˆˆแ แ‰ แ‹ˆ/แˆฎ แˆ™แˆ‰ แˆ˜แˆ€แˆ˜แ‹ต แ‰ แ‰ฐแˆฐแŒ แ‹‰ แ‹จแ‹‰แŠญแˆแŠ“ แˆตแˆแŒฃแŠ• แˆ˜แˆฐแˆจแ‰ต แ‹จแˆ…แŠ•แƒ แŠ แ‹‹แŒ… แ‰ แˆšแˆแ‰…แ‹ฐแ‹‰ แŠ แŒแ‰ฃแ‰ฅ แˆˆแˆšแ‹ซแŠจแŠ“แ‹‰แАแ‹‰ แŒแŠ•แ‰ฃแ‰ณ แ‰ฐแŒˆแ‰ขแАแ‰ต แ‹ซแˆˆแ‹‰ แ‹จแˆ…แŠ•แƒ แŒแŠ•แ‰ฃแ‰ณ แ‰ฃแˆˆแˆ™แ‹ซ แŠ แˆ›แŠซแˆชแŠ“ แŠฎแŠ•แ‰ตแˆซแŠญแ‰ฐแˆญ แ‹ญแ‹ž แˆ…แŠ•แƒแ‹‰แŠ• แˆ›แˆตแŒˆแŠ•แ‰ฃแ‰ต แˆฒแŒˆแ‰ฃแ‹‰ แˆˆแˆ…แŠ•แƒแ‹‰ แ‹ฐแˆจแŒƒ แ‰ แˆ›แ‹ญแˆ˜แŒฅแŠ•แŠ‘ แ‰ฃแˆˆแˆ™แ‹ซ แ‰ฃแˆแˆ†แŠ‘ แˆฐแ‹Žแ‰ฝ แŒฅแˆญ แ‹ˆแˆญ 2017 แ‹“.แˆ แˆ…แŠ•แƒ แ‰ แˆ›แˆตแŒˆแ‰ฃแ‰ฑ แŠฅแŠ“ แŠจแˆšแ‹ซแŠจแŠ“แ‹‰แАแ‹‰ แŒแŠ•แ‰ฃแ‰ณ แ‹‰แˆตแŒฅ แ‹จแˆ…แŠ•แƒแ‹‰ แŠ แŠซแˆ แ‹จแˆ†แАแ‹‰แŠ• แˆฒแแ‰ฒ แ‰ณแŠ•แŠจแˆญ แ‹ฐแˆจแŒƒแ‹‰แŠ• แ‰ฃแˆแŒ แ‰ แ‰€ แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‰แˆณแ‰แˆตแŠ“ แˆŠแŠจแ‰ฐแˆ แ‹จแˆšแŒˆแ‰ฃแ‹‰แŠ• แ‹จแŠ แŒˆแАแ‰ฃแ‰ฅ แˆ‚แ‹ฐแ‰ต แ‰ฃแˆˆแˆ˜แŒ แ‰ แ‰… แŠจแ‹ฐแˆจแŒƒ แ‰ แ‰ณแ‰ฝ แ‹จแˆ†แА แŒแŠ•แ‰ฃแ‰ณ แ‰ แˆ˜แŒˆแŠ•แ‰ฃแ‰ฑ แ‰ แˆแŒธแˆ˜แ‹‰ แ‹ฐแˆจแŒƒแ‹‰แŠ• แ‹ซแˆแŒ แ‰ แ‰€ แŒแŠ•แ‰ฃแ‰ณ แˆ›แŠจแŠ“แ‹ˆแŠ• แ‹ˆแŠ•แŒ€แˆ แŠญแˆต แ‰ฐแŠจแˆถ แˆแˆจแˆ˜แˆซแ‹‰แŠ• แ‹จแ‹ฐแˆด แŠจแ‰ฐแˆ› 4แŠ› แ‹‹แŠ“ แ–แˆŠแˆต แŒฃแ‰ขแ‹ซ แŠ แŒฃแˆญแ‰ถ แˆˆแ‹ฐแˆด แŠจแ‰ฐแˆ› แแ‰ตแˆ… แŒฝ/แ‰คแ‰ต แ‰ แˆ›แ‰…แˆจแ‰ฅ แ‹/แˆ…แŒแˆ แŠญแˆฑแŠ• แ‰ แˆ›แŒ แŠ“แ‰€แˆญ แˆˆแ‹ฐแˆด แŠจแ‰ฐแˆ› แ‹ˆแˆจแ‹ณ แแˆญแ‹ต แ‰คแ‰ต แŠ แ‰€แˆจแ‰ แกแก

แ‹จแ‹ฐแˆด แŠจแ‰ฐแˆ› แ‹ˆแˆจแ‹ณ แ/แ‰คแ‰ต แ‹ˆแŠ•แŒ€แˆ แ‰ฝแˆŽแ‰ต แŒ‰แ‹ณแ‹ฉแŠ• แ‰ แˆ˜แˆ˜แˆญแˆ˜แˆญ แ‹จแˆฐแ‹‰แŠ“ แ‹จแˆฐแАแ‹ต แˆ›แˆตแˆจแŒƒแ‹Žแ‰ฝแŠ• แ‰ แˆ›แ‹จแ‰ตแŠ“ แ‰ แˆ˜แˆตแˆ›แ‰ต แ‹จแŒฅแ‹แ‰ฐแŠแАแ‰ต แ‹‰แˆณแŠ” แˆฐแŒฅแ‰ทแˆแกแก

แ‰ แˆ˜แˆ†แŠ‘แˆ แ‰ฝแˆŽแ‰ฑ แŠจแŠจแˆณแˆฝแŠ“ แŠจแ‰ฐแŠจแˆณแˆฝ แ‹จแ‰…แŒฃแ‰ต แˆ›แŠญแ‰ แŒƒแŠ“ แˆ˜แ‰…แˆˆแ‹ซ แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ต แ‰ แˆ˜แ‰€แ‰ แˆ แ/แ‰คแ‰ฑ แ‰ แ‰€แŠ• 3/04/2018 แ‹“.แˆ แ‰ แ‹‹แˆˆแ‹ แ‰ฝแˆŽแ‰ต แŒฅแ‹แ‰ฐแŠ›แ‹‰แŠ• แ‹ซแˆญแˆ›แˆ แˆŒแˆŽแ‰ฝแŠ• แ‹ซแˆตแ‰ฐแˆแˆซแˆ แ‰ฃแˆˆแ‹‰ แ‰ 5 แ‹“แˆ˜แ‰ต แŠจ 5 แ‹ˆแˆญ แŠฅแˆตแˆซแ‰ต แ‰ แŒˆแŠ•แ‹˜แ‰ฅ แˆ˜แ‰€แŒฎ แ‰ฅแˆญ 8000/แˆตแˆแŠ•แ‰ต แˆฝแˆ… แ‰ฅแˆญ/ แŠฅแŠ•แ‹ตแ‰€แŒฃ แ‹ˆแˆตแŠ—แˆแข"

Via แ‹จแ‹ฐแ‰กแ‰ฅ แ‹ˆแˆŽ แ‹žแŠ• แŠจแแ‰ฐแŠ› แ/แ‰คแ‰ต

@etconp
โค21
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ค6
The volume of water below the minimum pool level in reservoir is known as
Anonymous Quiz
6%
Useful storage
28%
Surcharge storage
48%
Dead storage
17%
Bank storage
โค10
3058. What is the SI unit of stiffness coefficient?
Anonymous Quiz
19%
(a) m/KN
67%
(b) KN/m
9%
(c) KN
4%
(d) m
๐Ÿ‘6๐Ÿ‘2
3056. Deflection Equations method was developed by
Anonymous Quiz
33%
(a) Mohr
23%
(b) Bernoulli
29%
(c) Maxwell
15%
(d) Mohr and Manderla
โค6๐Ÿฅฐ4
3034. Which branch of surveying is used to find the elevations of given points with respect to given or assumed datum?
Anonymous Quiz
64%
(a) Levelling
17%
(b) Contouring
14%
(c) Traversing
5%
(d) Surveying
๐Ÿ‘6โค1
3015. The pressure distribution diagram for earth pressure at rest is
Anonymous Quiz
30%
(a) circular
44%
(b) triangular
19%
(c) rectangular
7%
(d) square
1๐Ÿ‘10โค2
3014. The position of the backfill lying above the horizontal plane at the top of wall is called
Anonymous Quiz
30%
(a) Active state
8%
(b) Plasticity
46%
(c) Surcharge
17%
(d) Slip lines
โค4๐ŸŽ‰2
3013. The coefficient of earth pressure when the soil is at equilibrium is
Anonymous Quiz
27%
(a) ฯƒv /ฯƒh
32%
(b) ฯƒh /ฯƒv
16%
(c) ฯƒv ร— ฯƒh
25%
(d) ฯƒ1 / ฯƒ3
โค3๐Ÿ‘2
3012. The material retained or supported by the retaining structure is called
Anonymous Quiz
14%
(a) Surcharge
18%
(b) Support wall
49%
(c) Back fill
19%
(d) All of the mentioned
๐Ÿฅฐ5โค1๐Ÿ”ฅ1
3011. On designing retaining walls it is necessary to take care of _ exerted by soil mass.
Anonymous Quiz
9%
(a) Erosion
75%
(b) Lateral pressure
8%
(c) Surcharge
8%
(d) Lateral stress
โค8๐Ÿฅฐ1๐Ÿ™1
3010. The theory of plasticity pertaining to soils is based on
Anonymous Quiz
32%
(a) Mohrโ€™s theory
32%
(b) Rankineโ€™s method
32%
(c) Mohr-coulomb theory
4%
(d) None of the mentioned
๐Ÿ‘Œ5
๐Ÿ™3โค2
3007. Biochemical Oxygen Demand (B.O.D.) of safe drinking water must be
Anonymous Quiz
44%
(a) Nil
33%
(b) 5
18%
(c) 10
5%
(d) 15
โค3๐Ÿ‘2๐ŸŽ‰2
3006. In slow sland filters, the turbidity of raw water can be removed only up to
Anonymous Quiz
29%
(a) 60 mg/litre
39%
(b) 75 mg/litre
23%
(c) 100 gm/litre
9%
(d) 150 mg/litre
โค4๐Ÿ”ฅ1๐Ÿ‘1
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ“Œแ•แˆŒแ‰ตแŠ“ แŒ„แ‰ฆแˆแ‰ต แ‰ แˆแˆˆแŒ‰แ‰ต แŠ แ‹ญแАแ‰ต แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แŠ แˆˆแŠ•

โ™ง แˆแˆ‰แŠ• แ‰ แŠ แŠ•แ‹ต แ‰ฆแ‰ณ แˆˆแˆแˆ‰แˆ แ‰…แˆญแ‰ฅ

โ™ง แˆแˆตแŠญแˆซแ‰ฝแŠ• แˆตแˆซแ‰ฝแŠ•

๐Ÿ“แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹‰แˆตแŒฅ แ‹จแ‰ตแˆ แŠฅแŠ•แˆแŠญแˆŽแ‰ณแˆˆแŠ•

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

0904040477
0911016833
โค2
๐Ÿ‘‰Types of Soil

๐Ÿ“ŒSoil is a natural material formed by the weathering of rocks and minerals.

โบIt is an important subject in civil engineering, agriculture, and geology. Based on particle size, composition, and engineering behavior, soil can be classified into different types.

1. Gravel Soil

Gravel soil consists of large-sized particles. It has good drainage capacity and high bearing strength. It is suitable for foundations and road construction.

2. Sand Soil

Sand soil contains medium-sized particles. It has good drainage but low water retention. It is commonly used in construction and concrete works.

3. Silt Soil

Silt soil has fine particles and feels smooth. It can retain water better than sand but has low strength when wet.

4. Clay Soil

Clay soil consists of very fine particles. It has high water retention capacity but poor drainage. It shows shrinkage and swelling behavior.

5. Loam Soil

Loam soil is a mixture of sand, silt, and clay. It has good fertility and moderate strength. It is ideal for agriculture.

6. Peat Soil

Peat soil contains a high amount of organic matter. It has low bearing capacity and is not suitable for heavy construction.

7. Chalk Soil

Chalk soil is alkaline in nature and contains calcium carbonate. It is free-draining but may lack nutrients.

8. Laterite Soil

Laterite soil is rich in iron and aluminum. It is commonly found in tropical regions and used in road works.

๐Ÿ“ŒUnderstanding the types of soil is essential for safe and economical design in civil engineering projects.

@etconp
โค12๐Ÿ‘8
๐Ÿ‘‰Effective Length of a Column

๐Ÿ’ซEffective length (Le) of a column is the length between points of zero bending moment (contraflexure). It depends on the end support conditions, not only on the actual height.

Formula:
Le = K ร— L

Where:
L = actual unsupported length of column
K = effective length factor (depends on end conditions)

โญ๏ธEffective Length Factors (K)

1. Both ends hinged (pinnedโ€“pinned)
K = 1.0
Le = L

2. One end fixed, other end free (cantilever)
K = 2.0
Le = 2L

3. One end fixed, other end hinged
K = 0.7
Le = 0.7L

4. Both ends fixed
K = 0.5
Le = 0.5L

๐ŸšงImportance of Effective Length

โ€ข Used to calculate slenderness ratio
โ€ข Helps predict buckling failure
โ€ข Important in RCC and steel column design

๐ŸทExample

Actual column height = 3 m

Both ends hinged:
Le = 1.0 ร— 3 = 3 m

Both ends fixed:
Le = 0.5 ร— 3 = 1.5 m

@etconp
โค18๐Ÿฅฐ1
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ค1