People like you can make the world a better place. No matter which words I use, I would never be able to fully express my appreciation to you. All my lips can say to you right now are the words, “thank you”your rewards are in heaven safety 💓,you saved my life 🙏🙏
thank you for this video sir this is a very simple meathod for bar bending shedule and i can easily calculate the weight and length of beam nd i hope all videos are same videos like this video
Your lecture is wonderful.your calculate Everything is ok but stirrups 2 side bend have is true,therefore stirrup length deduction 2d .i mean 12d-2d=(12*8)-(2*8)=96-16=80 is Wright length of stirrup.thank you so much bro really I like your topics.
Manana Rorjana. yo dwa suggestions darkom, che da setup mamuli shan improve ka, lighting, camera etc, o page logo, intro etc, no 1st class ba shi 👍(Wish u the best from UET Peshawar)
I doubt, regarding development length and lenth of bottom bar. Development length is considering by adding 40d from the face of column on either side but you are considering 12d for bend up portion and sayings development length. Another thing, is it not required to calculate crank up lenth of two bottom reinforcement? Please make clear?
Hi engineer my question is abour the farmulla of lenght of end of bottom bar 12d what about if the bar dia is 20 it will be 20d or the same 12d for 20 bar dia thanx
Thank you so much, learned alot. however please check the video you released on 7 February 2019, the formula for hook of strip is different, its 9D rather than 12D, Im bit confused???
Sir, for bottom bars you took 12d. In my text book they used 2d Iam not getting sir totally confusing sir .... please say which should I consider sir 2d or 12d .I calculated in both but, not getting the same ans sir...... please slove the problem sir.
Clear Height between plinth beam top and roof beam bottom-11 feets Zone-A-11/4=33 inches Zone-B-11*12-66=132 -66=66 inches There are 6 bars 16mm@4,12mm@2 At zone B top- 2 no of lappings At zone B middle(30 inch below top lapping points)-3 no of lapping At Zone B bottom (30 inch below middle lap point)-1 lapping Whether the above arrangement is allowble? Whether lintel tie beam can be provided any zone? What if lintel tie beam falls on zone-A top area?
Very good How do you determine the depth of beam if the length is 7.7m ? Also do you have to use 4 bottom bars and 2 top bars or does that change also ? So my project has beam running across 4 columns I🔛I🔛I🔛I .. ( 🔛 = 7.7m)
is it 7.7m clear span you mean? i. e Total lenght of beam on the 4 supports is 7.7 x 3 = 23.1m or total lenght of 7.7m. You can do a sketch to clarify.
L /15 FOR SSB. L/( NOT GREATER THAN 20 FOR SSB) REFER IS-456 7700/15 = 513MM (or) 20.53 in (or) 1.7 ft... to check its safe or not go for BM calculation
Because top portion is under compression whereas bottom experiences tension. So need more number of steels at bottom(as steel good in tensional load and wear in compression)
@SHAH FAISAL from where u got ur degree in civil bhai ?? konse bc book mei likha hai k cantilever beam mei upper portion act as compression zone rather than tensile ???
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People like you can make the world a better place. No matter which words I use, I would never be able to fully express my appreciation to you. All my lips can say to you right now are the words, “thank you”your rewards are in heaven safety 💓,you saved my life 🙏🙏
Thank you so much for your selfless kindness to us. I personally cannot thank you enough. May you live long in good health.
The best sentence "assalamu alaikum beautiful people " 😍😍😍 love from 🇧🇩🇧🇩
Thanks so much bro. May Allah reward u abundantly. U r of much help. Keep doing what u r doing. U r my go to for structural design tutorials.
Very good information for a layman. This will be useful for the owner to cross check the Engineer's calculations.
thank you for this video sir this is a very simple meathod for bar bending shedule and i can easily calculate the weight and length of beam nd i hope all videos are same videos like this video
Sir your teaching method is very good
Loving Your Entusiastic & Spirits, Sir.... Love From India.... Watching, downloaded Ur All Videos....
Very nice video sir,with good explanation and presentation...
I appreciate your instructional Technique.
Love From 🇮🇳 India....
Sir ,,,,,this video's are uploaded,,... love so much sir..... Super sir.....
Thank you sir! awesome teaching style🧡🧡❤❤
Your lecture is wonderful.your calculate Everything is ok but stirrups 2 side bend have is true,therefore stirrup length deduction 2d .i mean 12d-2d=(12*8)-(2*8)=96-16=80 is Wright length of stirrup.thank you so much bro really I like your topics.
Bro why do we need deductions
Sir Thanks For Teaching 👍🏻👌🏻
Thanks for the lesson. I would like to know how you would consider overlaps in situations where the beam length is more than 12 m
Max beam length is 6m, 12m the beam will collapse, you need another column or pre tensioned beam
Sir, super analysis of structure in easiest fashion tq sir.
Appreciate the presentation, very educational and helpful.
Thanks. Made clear all in simple words
Sir, Beautiful structural analysis.
Clear and Concise Information Great Work 👌
Useful vedio ☺️
Thank U 😘
Really good please make one video for slab and columns
Manana Rorjana. yo dwa suggestions darkom, che da setup mamuli shan improve ka, lighting, camera etc, o page logo, intro etc, no 1st class ba shi 👍(Wish u the best from UET Peshawar)
Thank you so much bro very good information
Sir you are real Engineer
Thank you so much sir ☺️
Thank you so much for the real value I really appreciate it.
Good informtion 👌👌👌
I doubt, regarding development length and lenth of bottom bar. Development length is considering by adding 40d from the face of column on either side but you are considering 12d for bend up portion and sayings development length. Another thing, is it not required to calculate crank up lenth of two bottom reinforcement? Please make clear?
Sir what about subtraction of bends in stirrups?
For calculate the No of stirrups=Beam Length/centre to centre spacing of stirrups of stirrups +1.
Not plus 1 dear this is practical from my personal experience.. This is not Slab
@@CivilEngineerss The spacing of stirrups is 0.3m=300mm=11.811 inches. How can it possible ?
Hi engineer my question is abour the farmulla of lenght of end of bottom bar 12d what about if the bar dia is 20 it will be 20d or the same 12d for 20 bar dia thanx
Hj. Bro.
When calculate length of stirrups, you must subtract the length when we bend at 4 angle.
Very good explanation good one bro👍
Thankyou so much 🙏
Hi mate, when calculate stirrups length i think you should deduct 40mm from 500mm then answer is 460mm not 420mm,could you talk about it please.cheers
Super explanation
In practice it is required to deduct 5 nos corner bend lengths(3 corner+2hooks) from the total length of a Stirrup...is it?
Thank you so much, learned alot. however please check the video you released on 7 February 2019, the formula for hook of strip is different, its 9D rather than 12D, Im bit confused???
Thans for the information
Thank u so much for the lesson bhaiya
Thank you for the video
Great way of teaching
Thank you very much for a wonderful video, guys you can see😂😂
Thanks sir!
Very good video
If u take 12D then the parameter will be like this 2(a+b)+2(12d)
However the a will be 312
And b will be 412
The stirup will be 1.640m
Thank you.
gooooooooood
Really Thank you Sir
one best lecture any one understanding including illiterate
Does fixed beam or simply suported beam are same...??
isn't for beam cover should be 25mm to find stirrups?
Sir rules for g+1;g+2 can be used for this method
Maybe you should assume your column size bigger than 20cm as you have span length of 6meters. An architect suggests
What do architects know about column size calculation?
Keya development length clear span sy ham 50D nahi le saktay
Yar Khan plz next video ma Urdu ya Pushto ma bat krna
God bless you
You forget deduction length of bend sir ( cutting length is(total length-no of bends *2d)
Sir
In Calculation of stirrup length ....do we subtract dia of stirrup steel or not
Sir, for bottom bars you took 12d. In my text book they used 2d Iam not getting sir totally confusing sir .... please say which should I consider sir 2d or 12d .I calculated in both but, not getting the same ans sir...... please slove the problem sir.
Excellent sir
While calculations of length of stirrup why not deduct bend..?
Awesome.
good Class Sir
Thank you 😃😃
Clear Height between plinth beam top and roof beam bottom-11 feets
Zone-A-11/4=33 inches
Zone-B-11*12-66=132 -66=66 inches
There are 6 bars 16mm@4,12mm@2
At zone B top- 2 no of lappings
At zone B middle(30 inch below top lapping points)-3 no of lapping
At Zone B bottom (30 inch below middle lap point)-1 lapping
Whether the above arrangement is allowble?
Whether lintel tie beam can be provided any zone?
What if lintel tie beam falls on zone-A top area?
Thanks brother
Explain BBS for cranked bars
In you videos you did not mention any IS code application in Pakistan. Simple giving ideas. You should mention the relevant IS code.
Can make videos about full steel structure of building
Tank you SIR
Which code you prefer for the "L" length as 12d?
Bottom bar mein 12d ki jaga 8d add hoga 90 degree ka bend hai
Sir , do we require band deduction in stirrups length.
Nos of stirrups is total distance/ c/c distance of stirrups + 1
When the bean roads (steal bar)we buy as 6mrs but we need 6,608 so how do we join the steal bars?
for a beam should the concrete cover be 30mm or 40mm
Sir beam ka clear cover b 40 mm add kiya hai ap ny kya wo 20 mm add nhi krna tha
Sir if we are subtracting clear covers of concrete, then y didn't we subtract bar dia for the main bars and stirrups..
Please add one on the number of strapp.6/0.3 +1
Very good
How do you determine the depth of beam if the length is 7.7m ?
Also do you have to use 4 bottom bars and 2 top bars or does that change also ?
So my project has beam running across 4 columns I🔛I🔛I🔛I .. ( 🔛 = 7.7m)
The maximum length of the beam is 6m
is it 7.7m clear span you mean? i. e Total lenght of beam on the 4 supports is 7.7 x 3 = 23.1m or total lenght of 7.7m. You can do a sketch to clarify.
@@timothyogbechie2610 yes
7.7m each piece of beam continuous resting on 4 columns equally spaced. It’s an open plan office
L /15 FOR SSB. L/( NOT GREATER THAN 20 FOR SSB) REFER IS-456
7700/15 = 513MM (or) 20.53 in (or) 1.7 ft... to check its safe or not go for BM calculation
Please do this for continuous beam
And how is the distance between the buttons bar I mean the space between the four bars or how did we get four bars and the top bar two
Can you teach us about Estimation and billing
Billing you must convert total bar length with tonne, price is per tonne
Very helpful
Sir video quality is missing plz focus on my request ... sir plz do videos on highway engineering experiments
You are from Afghanistan??...please tell...I am from india
Bar bending schedule for dog legged staircase please post video sir
Sir, why did not include the bend 90 degree and 135 degree bend deduction
Why are we not considering bent up bar here?.. isn't that should be include for doubly reinforcement beam
Am new to civil my question is why do we two 2 bar at the top bar
Because top portion is under compression whereas bottom experiences tension. So need more number of steels at bottom(as steel good in tensional load and wear in compression)
⭐⭐⭐⭐⭐
Sir,what is the best method of rod distribution in slab? How to provide rod in slab in details ?
Thanks
Pls, what about the bar mark column?
Good
Sir in beam we have 20 mm clear cover no 40mm
Thanku sir but spoken in hindi 🙏🙏
Why do you have 4 steel bars in the bottom and 2 at the top? In my country we only use 2 at the bottom and 2 at the top.
@SHAH FAISAL from where u got ur degree in civil bhai ?? konse bc book mei likha hai k cantilever beam mei upper portion act as compression zone rather than tensile ???
@SHAH FAISAL have u ever heard the name of T beam then ?? us bc mei compression zone kaha hota ha uppar ya nechy ?? bhai tum kitne awesome hoo