Basic Rules for Lapping length in Beam - Lap length in RCC Beam || By CivilGuruji

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Basic Rules for Lapping length in Beam - Lap length in RCC Beam
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ABOUT THIS VIDEO :-
In this video Er. Akash Bohare & Corporate Trainer of Civil Guruji (Civil Engineers Training Institute) is Explaining About Basic Rules for Lapping length in Beam - Lap length in RCC Beam
The perfect zone for lapping is where the moments remain zero for continuous beams or in the bending moment diagram, where the values surpass the x-axis or remain at L/4 for simply supported beams. The lapping should be provided on tension zone as moments will be created with greater tension.
Lap Length | Lap length of Beams | Lap Length of Slabs | Lap Length of Columns | Lapping Zone of Beams and Columns. Lap length can be defined as the length that is provided so as to allow the overlapping of two reinforcement bars thereby ensuring safe and efficient transfer of load from one bar to another.
When we provide lapping in a column, all the rebars should be lapped in zone-B as shown in the drawing. The top and bottom portion of the column, i.e. zone-A ( L/4 length ) should be avoided as there will be a maximum moment in this zone due to lateral forces acting on the column.
This amount of overlap between two bars is called “lap length”. Lapping is usually done where minimum bending stress is encountered. In general, lap length is 50d which means 50 times the bar diameter, if both bars are of same diameter.

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By far the best video on Beam lapping that too with practical demonstration.
Hats off to you sirji

[@Civil_Guruji]

Thank you
Dr Stevie Jaseng N Sangma
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[@ManojKumar-gt4ct]

Thank s for good suggestion
Sir could you make one video for continuous slab reinforcement detail, how to place and tie the age of reinforcement where there is no beam provide at any side exemption of column. Means wall beneath of the slab
What detail. Pls .must one video for full detail.
Very good evening and thank u so much .
Sir when ever you will make these types of video upon my request pls dedicate my name we will be very happy . I will wait for your video .

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Sir, showing neutral axis is the best way of learning, keep it up.regards.

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Very clear video

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Glad you think so! @ksshitiz22

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Clear Span or Effective span divided by 4.what is correct

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Clear span friend

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Thanks alot from Pakistan

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Most Welcome

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Pl. Make a video on size of column and beam regarding span lengths

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Thank you so much sir

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Thank you for this very informative video!

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Very helpful video.

[@Civil_Guruji]

Thank you
Sujit Baruah
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Thank you
विक्रम कुमार
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[@MARUTII]

sir IS codes kon kon se read karna cahiye for building construction batayega 🙏🏻
bahut informative video tha ye 👌🏻

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[@anujadoun2922]

Thank you sir for giving such a good information

[@PuranderReddy]

Good explanation

[@Civil_Guruji]

Thank you, Purander! I'm glad you found the explanation helpful. 😊 If you have any more questions or need further clarification, feel free to ask!

[@sannivarma147]

Yes jankari my friend 😮

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[@erkundanyadav]

Very important video for all civil engineers

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Thank you

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Mera hisab se milahe good

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[@gopalsharma3966]

Sir for bottom main reinforcement Lapp:-
from center of the beam we will avoid 50% length of the L/4 then after we will provide Lapp.
Suppose clear span 6mtr, L/4 =1.5mtr and beam depth 300mm,bottom cover 30mm, bottom main bar 16mm,
so effective depth will be 262mm.
2d= 524(2*262mm)
So, we will avoid from the inner face of the column 524mm and also avoid from the center of the beam 50%of the L/4.
So lapping area will be in beam.
We are taking length From inner face to center of beam=3meter.
I)Avoid 524mm from inner face of the column,
2)Avoid 50% length of the Second
L/4 =750mm
So= lapping zone area = 1.726meter(3Meter half span-524mm-750mm)
I think you will all understand 🙏

[@sravankumar75]

Thank you ao much.. I had some doubts even after watching this video. But your wonderful example made my all questions clear..

[@rameshangala3565]

L/3 of total span 6mtr of beam

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Guruji zindabaad

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Yes

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Great discuss guruji

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Excellent ❤😊

[@Civil_Guruji]

@djay.G Thank you so much! 😊 We're glad you found the video helpful.

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very nice sir ji...

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[@tapanjana2059]

Good working video

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Thank you
Tapan Jana
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[@vinaysanglikar9096]

excellant sir

[@suhailanjumabdurraheemsayy7639]

Sir, is one side of beam is inside the column and other side of the beam is outside the column. Is this an issue in column-beam joints?

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Yes ❤

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Very useful video .

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Yes in Detail

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Yes....

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Kya kolam me lep dena mazbbooti ke liye achha hai.

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Yas for next Vedio

[@spiritualgod1865]

Yes sir

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Yes sir

[@MR_BAWAAL]

What is the use of dividing them in 4 parts since u calculated the lapping distance from beam depth??

[@mrrk6960]

😂😂😂😂 sahi pakde hai

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Very nice

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Thank you sir..or dusre beam ke videos for continuing beam is code ka bhi video banana

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MashAllah Sir g

[@manaschakraborty5755]

Suppose beam depth 300mm
Lap zone in bottom is - 200 -25-16 =159 multiply 2 yes or no pls help me sir