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What is the different between the one way slab and two way slab?

One Way Slab

one way slab is supported by beams on 2 sides of longer span (rectangular).

Two Way Slab

Two way slab is supported by beams on 4 sides of both span(square).

One way slab

In one way slab L/B>2 .here length is more than breadth

In one way slab the Main reinforcement should be provided on one direction.

The One way slab is supported by two parallel beams or walls.

In one way slab the Main bars Dia should be not less than 12 mm.

In one way slab the Distribution bars Dia should be not less than 8 mm.

Two way slab

In two way slab L/B<2 .here length and breadth are almost equal.

In two way slab the Main reinforcement should be provided on both direction.

The two way slab is supported by four parallel beams or walls.

Main bars Dia should be not less than 12 mm.

Distribution bars Dia should be not less than 8 mm.

Reinforcement of slab depends on size of room / slab.

@etconp
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👉ጥቁር ምንጣፍ ወይስ አስፋልት ያስባለው አነጋጋሪው የህንድ አስፋልት🤔

🚧በህንድ ማሃራሽትራ ግዛት ጃልና የተሰኘው ወረዳ ነዋሪዎች ለአመታት የመንገድ ይገንባልን ጥያቄ በቅርቡ ምላሽ አግኝቷል። ነገር ግን ደስታቸውን የቅጽበት ሆኖ እንዲቀር የሚያደርግ ክስተት ገጥሟቸዋል ይላል የአልዐይን ዘገባ።

🚧የጠጠር መንገዳቸው የለበሰው አስፋልት በቀላሉ እንደምንጣፍ ሊነሳ የሚችል በሌላ ቋንቋም ጥቁር ምንጣፍ ሆኖ አግኝተውታል።😂

🚧በእጃቸው ሲያነሱትም ከስሩ ጨርቅ ነገር ለብሶ ከላዩ ላይ በስሱ አሽዋና ሬንጂ ተደርጎበት የተሰራ መሆኑንም ያረጋግጣሉ። መንገዱን የሰራውን ተቋራጭ ሲጠይቁት አዲስ የጀርመን ቴክኖሎጂ ተጠቅሜያለሁ ሲል ተሳልቋል።

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👉Point Should be know every Site Engineer.

There are some general points to remember for every site engineer to make easier work at site.

Lapping is not allowed for the 36 mm diameters bars or more.

Maximum spacing for chair per 1 No per 1m2.

Chairs minimum of 12 mm dia bars to be used.

For dowels rod minimum of 12 mm diameter should be used.

Minimum bars for square column is 4 Number and 6 Number for circular column.

Main or distribution bars in the slabs shall not be less than 8 mm.

Minimum thickness of slab is 125 mm.

Dimension tolerance for cubes is +- 2 mm.

Free fall of concrete is allowed maximum to 1m height.

Lap slices not be used for bar larger than 36 mm.

Water absorption of clay bricks should not be more than 15 %.

PH value of the water should not be less than 6 for concreting.

Compressive strength of clay Bricks is 3.5 N / mm2.

For steel reinforcement binding wire required is 8 kg per MT.

Density of Clay bricks is 1600 – 1920 kg/m3

Concrete blocks density is 1920 kg/m3.

Reinforcement concrete Density is 2350 kg/m3.

@etconp
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👉በ ውስጥ መስመር በጠየቃቹን መሠረትከ ኮንስትራክሽን ሕግ እና ውሎች ጋር የተያያዙ PDF ተጠቀሙበት ብለናለ👇👇👇

🌟በዚህ አገጣሚ የምትፈልጉት ፋይል ካለ @COTMp ፃፉልን።
ፍትሀ ብሔር - Ethiopian Civil Code (Amharic).pdf
25.3 MB
ፍትሀ ብሔር - Ethiopian Civil Code (Amharic)

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👉በሀገረ ሶርያ ከቆሻሻና ካገለገሉ የፕላስቲክ ቁሶች የሚሰሩ ምንጣፎች

🌟በሰሜን ምዕራብ ሶርያ የሚኖሩ ነዋሪዎች ያገለገሉ የፕላስቲክ ውጤቶችን እንደገና ጥቅም ላይ በማዋል የተለያዩ ውበት ያላቸው የወለል ምንጣፎችና ሌሎች ዕቃዎችን  ያመርታሉ።

🚧የ39 ዓመት ዕድሜ ያለው ሞሐመድ ቢላል የሰሜን ምዕራብ ሶርያ ነዋሪ ሲሆን ከቆሻሻ መጣያ ውስጥ እንደገና ጥቅም ላይ የሚውሉ ፕላስቲኮችን በመሰብሰብ ምንጣፎችን ለሚያመርቱ ፋብሪካዎች ያስረክባል፡፡ በሳምንት ከ7 እስከ 10 የአሜሪካ ዶላር ያገኛል።

🚧የምንጣፍ ፋብሪካው ባለቤት ካሊድ ራሹ ፤ቢላል እና መሰሎቹ የሚሰበስቡትን ቆሻሻ ፕላስቲክ ቁሳቁሶች በመግዛት በየፈርጁ በመለየት በማቅለጥ የተለያዩ ቅርጽ ያላቸውን ምንጣፎች ይሰራል፡፡

🚧በፋብሪካው ውስጥ "ከ30 በላይ ሠራተኞች አሉን" ያለው ካሊድ ራሹ ብዙዎች ሥራ አጥ በሆኑበት በዚህ አካባቢ ስራ መፍጠር ትልቅ ቦታ አለው ብሏል።

🚧የ30 ዓመቱ የሱቅ ባለቤት የሆነው መሐመድ አልቃሴም በካሊድ ራሹ ፋብሪካ የሚሰሩ ምንጣፎችን ከሚሸጡ ሰዎች መካከል አንዱ ነው።

🚧ምንጣፉ ከ5 እስከ 15 የአሜሪካ ዶላር የሚያወጣ ሲሆን ባሕላዊ ምንጣፎች ደግሞ 100 የአሜሪካ ዶላር ገደማ ዋጋ እንዳላቸው መሃመድ ገልጿል።

🚧ምንጣፎቹ ሙቀት የማይስቡ በመሆናቸው በሙቀት ወቅት ተፈላጊነታቸው እንደሚጨምር እና ዋጋቸውም ተመጣጣኝ መሆኑን  መሃመድ ለአልጀዚራ ተናግሯል።

@etconp
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Punching shear is a phenomenon that occurs in reinforced concrete slabs or footings when there is a concentrated load or reaction near a column or support, causing a shear failure. It typically happens when the load exceeds the capacity of the concrete to resist the shear forces, resulting in a failure mechanism resembling a cone-shaped "punching" through the slab.

****To prevent punching shear in current buildings or during the design stage, the following measures can be taken:

+ Adequate slab thickness: Design the slab with sufficient thickness to resist the anticipated punching shear forces. The required thickness can be determined based on structural analysis and design codes.

Part 1

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