Thanks for the video however i beg to disagree on the location of the tension stress in this plinth beam. I find it correct to put the 3 bars on top coz thats where the tension is and not at the bottom.
Depending on the number of floors, the columns are the vertical load-bearing elements here. Due to the heavy weight on the columns, they are liable to settle more than the area under the beam in question. Consequently, with the beam restrained at the bottom and the columns settling, the tension zone for the beam will be at the top instead of the bottom. I wish the Engineering community to deliberate about it for the right thing. U have a wonderful program here helping the world to guide against building collapse. Thanks and may God bless u.
Good job. but in this case the compression of the beam is on the lower part of the beam. that is why 3 bars used on upper part and over lap is used at the center for compression zone
At the support, there will be negative BM, so we can have more steels in the top region, which is the tensile zone. So, putting more top steel at support is not an incorrect practice. There is less development length in the mentioned clip. That's the mistake, where usually all are making. Thank you.
brother in simply supported beam the tension zone is at bottom while the compression zone is at top , that's why he is right as this beam is a simply supported and there must a large number of beam at bottom
@@samiullahmkhan3784 what he mean is the moment values compared in midspan and support portions. At beam midspan is where tension is at the bottom so more reinforcement is at the bottom, however at the supports (beam to column area) tension is at the top so reinforcements are placed at the top. That's what a simply supported moment diagram even looks like.
Plinth Beam is a misnomer. It's not a beam at all. A beam mustn't have any wall underneath. T he purpose of the so called plinth beam is to resist buckling of columns. For buildings having few floors, buckling in columns is resisted by the walls between them. so plinth beam is redundant. Inplinh beams there're no bending stresses. Only direct compression or direct tension. Hence no need to provide more steel at the bottom.
Thanks teacher i watched all vedios you're aploaded and also i'am a studend at university for civil engineerin department. In the future i hope to be a good engineer insha'allh 🙏
Wala bang sinusunod na sinasabing uniform bldg. code…, dito dapat maki alam ang govt. pag nag Pangaea ka ng bldg/ o bahay, kasi pag mag pagawa ka ng mag submit ka ng plano sa public works para sa permit… para malaman kung lahat na structural work mo. Okay… , hindi ka pwede mag buhos ng concrete kung hindi na sunod ang sa approved plan mo…
How can you say that it is not correct to put three rod at the top? Have you ever get inside the cement concrete? It depends on the situation of the house. In this structure its no need to support the bottom side of the beam
Wala ako bilib sa gawa ng ibang lahi pag dating dito sa saudi walang ka silbi silbi pag nag ka lindol or Gera pansinin niyo n lng poh yong nangyari sa marawai at sa nangyayaring gira ngayon sa pinas botas botas n building pero naka tayo parin dito isang missile lng bagsak n ang mga higanting gosali
सर जी हिंदी में भी एक बार बोला करो केवल हर इंसान इंगिल्श में नई समझते हैं आप बता रहे हैं ओ अच्छी बात है बट लेकिन हर कोई इंसान नई जानता है और हर इंसान पढ़ा लिखा नई रहता है🙏🙏 मेरा नाम कृष्णा कुमार / लैलुंगा (छत्तीसगढ़) से हूं
السلام علیکم بھائی جان بھائی جان آپ جو بھی ویڈیو بناتے ہو تو اس میں باتیں اردو میں کر لیا کرو کیوں کہ آپ کی ویڈیو زیادہ انڈیا پاکستان والے دیکھتے ہیں برائے مہربانی آپ اردوکیوں کہ انگلش لوگ آپ کی ویڈیو پتہ نہیں دیکھتے ہیں یہ بھی نہیں کیوں کہ ہم صرف انڈیا اور پاکستان والے آپ کی ویڈیو دیکھتے ہیں کیونکہ ہمارے طرز زندگی اور ان کی طرز زندگی میں زمین آسمان کا فرق ہے ہمارے جیسے آبادی وہ لوگ نہیں کرتے
Thank You. Very useful👍🏻👍🏻
Great work.
Terimah kasih sudah berbagi ilmu 🙏
Sangat bermanfaat 👍👍
Con el mayor de los respetos, tienen las explicaciones en Español, gracias.
Very well defined.
Thanks for the video however i beg to disagree on the location of the tension stress in this plinth beam. I find it correct to put the 3 bars on top coz thats where the tension is and not at the bottom.
Which foundation is best concrete or bricks and which one you suggest
Thanks you so much Mr
I am from Indonesia
Depending on the number of floors, the columns are the vertical load-bearing elements here. Due to the heavy weight on the columns, they are liable to settle more than the area under the beam in question. Consequently, with the beam restrained at the bottom and the columns settling, the tension zone for the beam will be at the top instead of the bottom. I wish the Engineering community to deliberate about it for the right thing. U have a wonderful program here helping the world to guide against building collapse. Thanks and may God bless u.
This is very true. In this case the tension zone is at the top.
Thank you for this useful information
Good job. but in this case the compression of the beam is on the lower part of the beam. that is why 3 bars used on upper part and over lap is used at the center for compression zone
Thanks for the clarification..I was thinking the same thing.
y
Thanks you, for information.
In plinth beam crank r required or not??
Thank you for share this video
Walekumsalam sir,where are you now?
Just subscribed from the Philippines. Thanks for your videos it helps a lot! God bless and Happy Vlogging.
At the support, there will be negative BM, so we can have more steels in the top region, which is the tensile zone. So, putting more top steel at support is not an incorrect practice.
There is less development length in the mentioned clip. That's the mistake, where usually all are making.
Thank you.
brother in simply supported beam the tension zone is at bottom while the compression zone is at top , that's why he is right as this beam is a simply supported and there must a large number of beam at bottom
@@samiullahmkhan3784 what he mean is the moment values compared in midspan and support portions. At beam midspan is where tension is at the bottom so more reinforcement is at the bottom, however at the supports (beam to column area) tension is at the top so reinforcements are placed at the top. That's what a simply supported moment diagram even looks like.
Love it ❤️thankx
Thank you
Very thanks
Thanks for the videos sir
Plinth Beam is a misnomer. It's not a beam at all. A beam mustn't have any wall underneath.
T he purpose of the so called plinth beam is to resist buckling of columns.
For buildings having few floors, buckling in columns is resisted by the walls between them. so plinth beam is redundant.
Inplinh beams there're no bending stresses. Only direct compression or direct tension. Hence no need to provide more steel at the bottom.
Thanks teacher i watched all vedios you're aploaded and also i'am a studend at university for civil engineerin department.
In the future i hope to be a good engineer insha'allh 🙏
Thank you dear Sri.
Podría ser en español la explicación ?
For laping in bottom of beam.......you should laping near the Coloum...... hence they placed correctly
Right 👍
Wow so beautiful
I am young architect never know before.
Thank you so much from Thailand.
Thanks
يا ريد لو مترجم عشان تعم الفائدة
Good explanation 👏
Good contrcsion
If that would be a tie-beam then its okay but if it is in the 2nd floor..no way!!!
Good thank for your
Where are you from Mr
Good evening, please why should be bent at 135 degree instead of 90 degree?
Here come the experts again😁
Wa'alaikumsalm warohmatullahi wabarakatuh.
thank's sir
If the design of engr. Is correct why should many building collapse. Many building collapse because of design and also foundations particularly land.
Wala bang sinusunod na sinasabing uniform bldg. code…, dito dapat maki alam ang govt. pag nag Pangaea ka ng bldg/ o bahay, kasi pag mag pagawa ka ng mag submit ka ng plano sa public works para sa permit… para malaman kung lahat na structural work mo. Okay… , hindi ka pwede mag buhos ng concrete kung hindi na sunod ang sa approved plan mo…
why does it take you over a minute to say two at the top three at the bottom??
correction engr.. not 16 inches or 12 inches.. thats call mm" or milimeter not inches
I think it is correct
Por ejemplo este video si lo mira una persona de Colombia no se sabe si a uno le están nombrando la madre
Beam end should be L for proper anchoring
Not for continuous beam
Agree
And that’s what we do here in Australia 👍
Where is the offerstake
We can produce seamless steel pipe for steel coupler.（
I means is beam size
Their is one more mistake development length they did not bending the bar in column beam junction
Balikum aslam
Semangat
Good
My column size 10"x10" I making G+1floor steel 6pcs 4pcs16mm 3pcs 12mm column distance 12'x13'..center column 10"x10" 6pcs 16mm steel.👉👉👉👉
Good g
Pl sir kannadadalli heli please 🌹🌹🌹🌹🌹🌹🌹🌹🌹
Lack of bars ang arrangement and correct spacing or distancing.
Steel is weak in Tension ????
Sir, I beg to differ.
It’s concrete that’s weak in tension.
Namaskar Sir, please hindi mein videos banaiye. Thanks... 🙏😇🧠😴🤴👸🎓🤝☂️💯👍👌👏👑
Thanks for you, subscribe
Thnk u for sharing this video
Civil work contract level lesson 124
Sir hindi main video banao pls
Sir hindi main video banao pls
How can you say that it is not correct to put three rod at the top? Have you ever get inside the cement concrete? It depends on the situation of the house. In this structure its no need to support the bottom side of the beam
yes
Right
Cement are good in compression so it doesn't need three bar at the top ,and the stirrup angle should be 135 degree
Ha Ha, that is basics not followed...yes he is rt bottom needs more tensile reinforcement not top...designed by a failed structural engineer perhaps..
normally it depends. the base is not the arm .so I think it should be 3 ath the bottom.
Coba menggunakan bahasa Indonesia
Wala ako bilib sa gawa ng ibang lahi pag dating dito sa saudi walang ka silbi silbi pag nag ka lindol or Gera pansinin niyo n lng poh yong nangyari sa marawai at sa nangyayaring gira ngayon sa pinas botas botas n building pero naka tayo parin dito isang missile lng bagsak n ang mga higanting gosali
En español fuera vacan
Ram Ram
1
Demir açıkları çok fazla 12 santime düşünmen lazım Türkiye'de buna müsaade etmezler
सर जी हिंदी में भी एक बार बोला करो केवल हर इंसान इंगिल्श में नई समझते हैं आप बता रहे हैं ओ अच्छी बात है बट लेकिन हर कोई इंसान नई जानता है और हर इंसान पढ़ा लिखा नई रहता है🙏🙏 मेरा नाम कृष्णा कुमार / लैलुंगा (छत्तीसगढ़) से हूं
Hello. Workmanship is not good.
Marami nang building ang naitayo na ganyan gawa d naman nagiba kya kalokohan yng tinuturo mo.
Français
Galat kam huwa hai
thumbs down
Kaliwali work..
Не надежная я знаю лучщи
Better speak in Urdu
not good for road binding
Very poor illustration
Gol hora toll
السلام علیکم بھائی جان بھائی جان آپ جو بھی ویڈیو بناتے ہو تو اس میں باتیں اردو میں کر لیا کرو کیوں کہ آپ کی ویڈیو زیادہ انڈیا پاکستان والے دیکھتے ہیں برائے مہربانی آپ اردوکیوں کہ انگلش لوگ آپ کی ویڈیو پتہ نہیں دیکھتے ہیں یہ بھی نہیں کیوں کہ ہم صرف انڈیا اور پاکستان والے آپ کی ویڈیو دیکھتے ہیں کیونکہ ہمارے طرز زندگی اور ان کی طرز زندگی میں زمین آسمان کا فرق ہے ہمارے جیسے آبادی وہ لوگ نہیں کرتے
You stole the video and put your voice for explanation. And you're not good at it either.
Your explanation is very poor..I didn't understand anything 🎎