RCD:- Beam design / design of single reinforced concrete beam section

[@eemanquirante4915]

OMG! Thankyou soo much I have been looking for tutorials than I can understand interms of the english pronunciation. You are the best

[@Sulimankhanacademy]

thank you so much dear, enjoy

[@syedasadullahhussaini2113]

JAZAKALLAH KHAIR........ GOOD EXPLANATION...... GREAT ACHIEVEMENT....... WE DID THROUGH BS CODE, FOR UNDERSTANDING ACI CODE, THESE LECTURES ARE VERY MUCH USE FUL

[@Sulimankhanacademy]

jazakallah. thank you for such a great appreciation

[@deejayrr4672]

Easy to understand. Nice explanation.

[@Sulimankhanacademy]

Thank you for compliment 💕

[@AllInOne-or9vu]

Thank you sir for your good presentation. We benefited from this video. I need more R.C.C structure videos like, how to calculate stirrups, crank bar, top bar, extra top in beam.

[@Sulimankhanacademy]

thank you

[@MasterCivilEngineering]

See here more

[@unitedwestand6554]

This is an amazing video I wish you could do a similar video for two-way slab as well as continuos beam

[@Sulimankhanacademy]

i will try soon

[@PCgamerChannel]

Best explanation I've seen.

[@Sulimankhanacademy]

Thank you for visiting

[@ranaalbustanji8578]

Thank you, can you tell me the name of the book the follow your your procedures? .

[@Sulimankhanacademy]

Try reinforced concrete design by nelson

[@nelsonandrew278]

Is there any other checks need to be made for a complete beam design? Thank you Sir for your constructive video, very well explained.

[@LuqmanSulemani]

Good Lecture #graphicexpressus

[@Sulimankhanacademy]

thank you

[@bongnak8430]

Thank you so much for outer Vedic that try to expan me about designing beam well. ! From me (Tak Ratanak) Good bye!

[@Sulimankhanacademy]

Glad it was helpful!

[@edmaestrejr.2450]

Thank you sir for your very well explained tutorial..can you make a video of (USD) Ultimate Strength Design of reinforced concrete by using S.I. units?

[@Sulimankhanacademy]

Edgardo Maestre Jr. offcoarse dear. i will try. thanks for suggestion. and welcome to SLK's tuts

[@edmaestrejr.2450]

SL Khan thank you sir for your efforts of sharing your expertise.

[@ggconstructora4343]

Ultimate Strenght Design is now only Strenght Design.

[@jpoysalinas]

Is the design bar is in mid span?

[@Sulimankhanacademy]

Its single reinforced beam

[@kellychandelle6]

What method is this? ASD or USD or LRFD?

[@AlgoDar]

Great Effort SL Khan. On my Channel, I discuss more the philosophy of design, and I am glad someone like can explain the calculations and the actual design with numbers. Salam Alaykum.

[@Sulimankhanacademy]

Civil Engineering Philosophy walikumsalam thank you dear. i checked your channel. thats great . keep it up. and thank you for joining SLK's tuts

[@MasterCivilEngineering]

Expertise your knowledge of civil engineering

[@vi683a]

Considering the Design Solution is Greater then the Mu. Can you not make a smaller Beam since 5177.875 is > Mu? 12 x 18 is 1.5 Ratio and 3888, so it still exceeds Mu?

[@leenjayme6253]

Thank u so much... from cebu, philippines

[@Sulimankhanacademy]

Most welcome dear

[@MasterCivilEngineering]

Watch here bro

[@faisalghiasi4301]

very good Thanks Man .May Allah bless you

[@Sulimankhanacademy]

ameen

[@wayneseymour1]

your explanation is amazing and easy to follow my problem is that I as a pre engineering want to be student dont know how to enter the formula 3000 ________________________________________ 0.9 (0.012)(60) (1-(0.012)(60)/(1.7)(4) into the calculator do you have a video or resource that shows me how to enter that type of formula into the calculator? i'm sorry if seem too green but I really want to learn, Thanks for a great video looking forward to more.

[@Sulimankhanacademy]

hello. 1st thank you for joining sl khan. 2nd its easy to do this using calculator. here is the process . do each part separately like first do the portion of (1-(0.012)(60)/(1.7)(4) ) then do multiply with 0.9(0.012)(60) you will get answer. thank divide 3000 by same answer....

[@wayneseymour1]

thank you sir enjoy the way you teach looking forward to more thanks again.

[@Sulimankhanacademy]

you are strongly welcome dear.....

[@tsegaykidanu6536]

Oh,good video tutorial thanks Engineer!

[@Sulimankhanacademy]

most welcome dear

[@MasterCivilEngineering]

Good dear

[@amazingworldofwahab9928]

@@Sulimankhanacademy

[@hussainkazmi4829]

on what basis did you take stirrup #3? what should be spacing of stirrups? on shear you took two bars so my question is why did you take two bars and what is no of bar there?

[@Sulimankhanacademy]

Hi. Dear its singly reinforced beam in which top bar are only needed for anchoring stirrup. Watch double reinforcement beam in same playlist to find answers

[@aminarahmanraisa9119]

What did you used d =12 inch 14 inch 16 inch ?where did u get these values ?

[@Sulimankhanacademy]

these are for trials to select a suitable size

[@leenjayme6253]

Review again the video...again and again...just to familirize the methods....

[@mohammedseid8076]

This lecture is good.

[@Sulimankhanacademy]

Thank you

[@vincentmichaelg.sauler4514]

Second question, how to determine the diameter of the steel bar? How did you come up with the 0.5inches as half of the diameter of the bar? Thank you

[@Sulimankhanacademy]

Steel bars are available with different diameter..the diameter of steel bar is always written on its end.... I have assumed 1 inch dia so its half should be 0.5 inch

[@davidr2943]

#3 bar = 3/8" dia, #4 bar = 4/8" or 1/2" dia, #5 bar = 5/8"... etc. Basically, an 1/8" for every No (#) of bar is the diameter. That is probably the explanation you were looking for a year ago. :)

[@sairamreddy8261]

I have a doubt. when u r calculating the number of bars u have taken the area in sq inches directly. can u please tell me how you took that? video at 13.44 minutes

[@Sulimankhanacademy]

as breadth and height are in inches so the area answer must be in inches...

[@flashgames1273]

Why don't we check if the concrete can handle the pressure? So the tension that the steel needs to withstand is equal to the pressure at the top of the beam. How do we know that the beam will hold the pressure if we only calculated steel needed for the tension? Thanks!

[@engrabdurrehmanghaznikhel2213]

sir you are wrong in case of taking tensile or steel strain 0.009 it will be 0.004 instead of .009

[@sanazamirjani7298]

thanks a lot, you explained the process so well and very clear

[@Sulimankhanacademy]

Glad it was helpful!

[@muhammadwaqar3145]

If I have not given self weight. Just given dead load. So what to do.

[@pramirez151]

Great video. Could you please incorporate on your videos what sections of the ACI are being referenced?

[@MasterCivilEngineering]

Watch dear more here

[@Sulimankhanacademy]

ACI 318

[@AbdullahKhan-hs4nk]

Sir konsa book refer Krte hyn ap

[@julianc6551]

what engineering code are you using for reinforced concrete ratio?

[@Sulimankhanacademy]

its ACI

[@scofieldbrain8084]

Awesome Video

[@Sulimankhanacademy]

Thanks for the visit

[@ezatullaharif2855]

Thank you and may Allah bless you for your work! please add the beam flexure design of the beam too. This my last semester I am doing my civil engineering in the USA. please let me know if you need any material will be able to share my lectures or pdf books from here. Thank you!!

[@Sulimankhanacademy]

Welcome

[@atiamatloob8953]

Plz tell how to design fixed supported beam

[@syedhanifshah2595]

For Calculating of Beam x_section dimension (ACI-318-05 CODE)

[@Sulimankhanacademy]

Syed Hanif Shah ok dear thanks . by the way i know about these codes

[@BuildTechCivil]

Good job sir Jazkallah

[@Sulimankhanacademy]

thank you dear for joining us , welcome , jazakallah

[@civil_engineering]

which software are used for this video please tell us the software name

[@Sulimankhanacademy]

its MS office

Asslam o alaikum sir. 1. How you are putting Es value 0.009 strain of steel. 2. Also concept of As2 .. i think we dont need it.. please solve my confusion.

[@hussainkazmi4829]

if he is following ACI then steel strain should be 0.005 not 0.009

[@justinaffi9547]

Thanks engineer boy,love it

[@Sulimankhanacademy]

Enjoy dear...

[@zjyub]

Thank you so Much This helps a ton!

[@imransohail2137]

very easy method good job

[@Sulimankhanacademy]

thank you bro.... thank you for share and sub

[@CreativeSinghvfx]

It is very helpful..Thank you sir

[@Sulimankhanacademy]

welcome dear... enjoy

[@ENG.ANONYMOUS]

Sorry but if I’m studying in SI units what would be the safe ratio of d/b do I convert each one of them to meter?

[@Sulimankhanacademy]

Ratio does not change with change of unit systems, same ratio for all systems

[@muhammadanwarchaudhry8413]

A good attempt, but was more good if it was in your own language "Pashtto", which is also a sweet language, no doubt in this.

[@Sulimankhanacademy]

thanks

[@imranahmed9006]

Also make volideo on T beam and Two way slab

[@Sulimankhanacademy]

I will try soon

[@nurhussiengubar5742]

great video

[@Sulimankhanacademy]

Thank you for visiting

[@sebghatullah637]

the vedio is too much usefull but i read the depth of beam should be L÷16

[@engr.md.mainulahsan6172]

Dear sir Please give the video of complet building with drawing. Regards Md. Mainul Ahsan

[@Sulimankhanacademy]

soon i will try

[@engr.md.mainulahsan6172]

Thanks

[@hiddennews4590]

i iike ur explanation style....

[@Sulimankhanacademy]

ejazkhan. sagar thanks . enjoy

[@nooraldeen2529]

Thanks for your e explain bjt please can you tell me what the name of program that used to display this leesson

[@Sulimankhanacademy]

welcome dear,, yes i can tell, its just PowerPoint

[@MasterCivilEngineering]

Right dear

[@unclejo_esh6099]

thank you so much its really helped me understand a lot of things......👏👏

[@Sulimankhanacademy]

you are most welcome dear

[@ImranKhan-qs6st]

Please make a video on design of cantilever beam.urgently

[@Sulimankhanacademy]

most welcome dear

[@yannmonnier4291]

Hi sir, I have a doubt regarding the design load, you refer to the unit of measurement k/ft and I hear say in the video "k per foot" . Is this k refering to kilonewtons? I checked the textbook you mentioned in the comment. I cannot find a clear answer. thx again.

[@Sulimankhanacademy]

Hello dear, k/ft means kips per foot in video. Kip is unit of load or force. One kip= 1000 pounds

[@kshitizgautam5412]

Dear Engineer Boy, which code did you follow?

[@Sulimankhanacademy]

ACI

[@amjidkhan3692]

Thanks sir for well explanation. Sir kindly solve the same problem with addition of point load at mid. Thanks

[@Sulimankhanacademy]

i will try

[@danflorea2815]

Good day, SIR, thank you for your explanation, I would like to kindly ask if you are agree to help me to solve one singly reinforcement concrete beam. Thank you

[@Veno_Soft]

Hi

[@abhisheksen325]

urgent request suppose I have ast 560 mmsq top bar and ast 690 mmsq bottom bar span length 3 m how to provide curtailment of bar or EOS

[@أحمدطالبعبدالله]

Very good

[@Sulimankhanacademy]

thanks and enjoy dear

[@WCFong-xh3xs]

Is there two As? why sometime As =3.14 and As=3.276?

[@edvelasquez.866]

Thank you very much! Where did you found that metodolody?

[@Sulimankhanacademy]

most welcome bro.... thank you for joining us

[@yannmonnier4291]

Awesome video, thank you so much. Any chance you could show the design of a 2-way slab?

[@Sulimankhanacademy]

Thank you dear. I will try soon

[@MasterCivilEngineering]

Really awesome dear

[@zainahmad506]

Hello sir Please male a video on mix design of heavy weight concrete

[@Sulimankhanacademy]

i will try

[@zainahmad506]

Sir that is very important.

[@peregrine1938]

How did you get area of bars?

[@unitedwestand6554]

If this was a cantilever beam all I would change is the wayi calculated the moment?

[@Sulimankhanacademy]

no dear not only moment. there are many more things to be covered in cantilever beam. like if you see in cantilever beam the main reinforcements is provided in top fiber etc...

[@unitedwestand6554]

@@Sulimankhanacademy do u have a video on cantilever beam

[@Sulimankhanacademy]

SORRY DEAR. YET I DO NOT HAVE

[@abdibenti4697]

MAY GOD BLESS YOU SIR

[@Sulimankhanacademy]

ameen

[@danaal-barzanjy6730]

we have not resorsise about designe of doom r. con. for the mosquise , if you have inf. please make a vidio thanks

[@Sulimankhanacademy]

i will try

[@trueindian1736]

Very useful

[@Sulimankhanacademy]

Thank you so much. Enjoy dear

[@engineernascimento9409]

Good

[@Sulimankhanacademy]

thank you so much

[@PJeyM]

Nice sir .....super👍🏻👍🏻👍🏻👍🏻👍🏻

[@Sulimankhanacademy]

George Martin thanks you dear. most welcome to SLK's tuts

[@broalobede323]

If the segment dimensions exist in the question .what is required to find live and dead loads?

[@perezcarladrian3612]

how to design the size of the beam

[@Sulimankhanacademy]

already explain in the video

[@paran6154]

GD JOB I SEE UR EVERY VIDEO GD PRESENTATON

[@Sulimankhanacademy]

thank you sir... welcome

[@chayenyencha9808]

Thank you teacher.

[@Sulimankhanacademy]

you are most welcome dear

[@Vikrantjaswal]

My column size is 9 by 9 inch with out concreate and span is 16 feet please tell me the beam size no of bars in beam and their diamenter. I am thinking of 9 by 13 inch beam with out concreate and 4 bars of 16mm in bottom and 2 bars of 16 mm at upper aide of beam Please suggest me

[@davidcivil1651]

Dr Sb, nobody can answer you query. You said your column is 9 by 9 without concret. How a column can be without concret? 2) how can I know your beam length? 3) column can be designed after knowing the load of slab and beams. You will design a column to support your beam and slabs load not designing the beam for column.

[@akhan8456]

What is that THEETA (0.9) ???

[@Sulimankhanacademy]

These are some design factors

[@shabnamsingh1349]

How can we calculate the area of bar ?

[@Sulimankhanacademy]

By 3.142 (R^2) Where R is radius of bar

[@jacksprat6825]

Nice job

[@zabihullahazizi6536]

thanks it is very good but i nead how to design stair can you help me sir.

[@engr.naimbd]

I want a video of T beam design

[@Sulimankhanacademy]

Will upload soon

[@andydy9084]

specify from where you take your formulas

[@Sulimankhanacademy]

You can study Reinforced concrete design writen by H.Nilson

[@chethanbhounsley3]

Hi Sir , There were 11pillars in ground floor due to plan change in first floor center pillar was removed in first floor plan so distance between two column became 20 feet so builder added beam which now is 20 feet long i am bothered weather it sustain load

[@Sulimankhanacademy]

YES IT IS OK IF YOU PROVIDE ENOUGH DEPTH AND REINFORCEMENT TO BEAM

[@imranjavaid3250]

@ step three, how did you take the values for Strains for calculation of steel ratio?

[@muhammaddargallay2830]

name of the book that contain these example pleas?

[@muhammadnaveedkhan9587]

Why you don't make the step The beam is to be designed singly or doubly...

[@Sulimankhanacademy]

watch double RC beam design where you can find those steps

[@mohdsuhail56]

Why we design please explain sir

[@Sulimankhanacademy]

we do design to get an economical and more durable structure

[@muhammadmustaphakareto6764]

We need the same problem to be solved using BS method. Thanks

[@Viralengineers]

thats simple. i will try it after Eid.

[@muhammadmustaphakareto6764]

Thank U.

[@ggconstructora4343]

Hi, ¿don't you have seismic zones in your country? The design you done only with gravity loads.

[@Sulimankhanacademy]

hello friend.... this is just the method.... you can include the factor for seismic load while calculating factor loads thank you for comment

[@abdulrahmanradwan6167]

Thanx

[@Sulimankhanacademy]

welcome bro

[@jamalabdinaasir3899]

Nice work thanks, but can you tell me please wich softweres you use to do !! Hope you will answer Bro

[@Sulimankhanacademy]

jamal abdi naasir hi thank you. i use powerpoint

[@jamalabdinaasir3899]

Thanks.... I need to make Static online tutorial on my facebook bage can you help me!

[@vincentmichaelg.sauler4514]

May I ask a question, how do you get the theta as 0.9 in finding thr size of beam? Thank you.

[@Sulimankhanacademy]

These type of values are taken from table. I have referenced a book...

[@Sulimankhanacademy]

Reinforced concrete design by nilson

[@huzaifkhaliqhuzaifkhaliq4367]

Sir define betaaa ratio i.dnt undrst

[@masoodkhan5974]

sir please upload the quantity of blocks

[@biribath6146]

How can we calculate breadth,effictive depth and Ast in singly reinforced beam

[@Sulimankhanacademy]

i have already explained in the video

[@hsbokra]

#SLKhan plz make a video in Urdu, Design of footing , plinth beam, coulum, beam and roof. . .

[@johnpaulraze9229]

What about a sample for doubly reinforced concrete beam? Thanks..

[@Sulimankhanacademy]

i will bring lecture on doubly RC beam design soon. you have to wait......

[@johnpaulraze9229]

Thank you very much sir :)

[@bmw320540750]

i would like to ask you please, i am studying structural engineering in a college (2 year diploma) not a bachelor, do you think learning design is important for technician, or it's just an engineers job. thanks

[@Sulimankhanacademy]

hi thanks for asking. look design is always done by a designer so a designer need to learn how to design. however the basics of design are important for every one if its student or technician. the can help at site

[@felixchavez8113]

thanks for your tutorial it help me a lot

[@Sulimankhanacademy]

welcome to dear

[@MasterCivilEngineering]

Good dear

[@keepee2107]

Note: 2001 ACI code design load = 1.4DL+1.7LL

[@Sulimankhanacademy]

design load used in the video is taken from a book " design of concrete structures by nelson "

[@slam2dunkz63]

Legend!

[@Sulimankhanacademy]

Thank you for watching 😍