RCD:- Beam design / design of single reinforced concrete beam section
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- čas přidán 19. 04. 2017
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OMG! Thankyou soo much I have been looking for tutorials than I can understand interms of the english pronunciation. You are the best
thank you so much dear, enjoy
Good job sir
Jazkallah
thank you dear for joining us , welcome , jazakallah
JAZAKALLAH KHAIR........
GOOD EXPLANATION......
GREAT ACHIEVEMENT.......
WE DID THROUGH BS CODE, FOR UNDERSTANDING ACI CODE, THESE LECTURES ARE VERY MUCH USE FUL
jazakallah. thank you for such a great appreciation
Oh,good video tutorial thanks Engineer!
most welcome dear
Good dear
Nice job
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.
thank you
See here more
This is an amazing video I wish you could do a similar video for two-way slab as well as continuos beam
i will try soon
very good Thanks Man .May Allah bless you
ameen
Thank you so Much This helps a ton!
Thanks engineer boy,love it
Enjoy dear...
Easy to understand. Nice explanation.
Thank you for compliment 💕
Good Lecture
#graphicexpressus
thank you
It is very helpful..Thank you sir
welcome dear... enjoy
thanks a lot, you explained the process so well and very clear
Glad it was helpful!
thank you so much its really helped me understand a lot of things......👏👏
you are most welcome dear
great video
Thank you for visiting
Nice sir .....super👍🏻👍🏻👍🏻👍🏻👍🏻
George Martin
thanks you dear. most welcome to SLK's tuts
awesome explanation
thank you dear for watching
Best explanation I've seen.
Thank you for visiting
😍😍😍😍😍😍😍😍😍😍
Thank u so much... from cebu, philippines
Most welcome dear
Watch here bro
Awesome Video
Thanks for the visit
very easy method good job
thank you bro.... thank you for share and sub
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?
Edgardo Maestre Jr.
offcoarse dear. i will try. thanks for suggestion. and welcome to SLK's tuts
SL Khan thank you sir for your efforts of sharing your expertise.
Ultimate Strenght Design is now only Strenght Design.
Thank you so much for outer Vedic that try to expan me about designing beam well. ! From me (Tak Ratanak) Good bye!
Glad it was helpful!
Thank you teacher.
you are most welcome dear
Is there any other checks need to be made for a complete beam design? Thank you Sir for your constructive video, very well explained.
Expertise your knowledge of civil engineering
GD JOB I SEE UR EVERY VIDEO GD PRESENTATON
thank you sir... welcome
Legend!
Thank you for watching 😍
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.
Civil Engineering Philosophy
walikumsalam
thank you dear. i checked your channel. thats great . keep it up.
and
thank you for joining SLK's tuts
MAY GOD BLESS YOU SIR
ameen
JAZAKALLAH
thanks for your tutorial it help me a lot
welcome to dear
Good dear
Great video. Could you please incorporate on your videos what sections of the ACI are being referenced?
Watch dear more here
ACI 318
Very good
thanks and enjoy dear
Thanks
i iike ur explanation style....
ejazkhan. sagar
thanks . enjoy
Very useful
Thank you so much. Enjoy dear
Thanx
welcome bro
This lecture is good.
Thank you
Thank you!!
most welcome dear....
Good
thank you so much
Thankxs
welcome dear...
thanks it is very good but i nead how to design stair can you help me sir.
Thanks sir for well explanation. Sir kindly solve the same problem with addition of point load at mid. Thanks
i will try
Is good
Thank you dear
#SLKhan plz make a video in Urdu, Design of footing , plinth beam, coulum, beam and roof. . .
Awesome video, thank you so much. Any chance you could show the design of a 2-way slab?
Thank you dear. I will try soon
Really awesome dear
Thinks my friend
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!!
Welcome
Sir please
Making video at Pier cap BBS trapezoidal shape
Dear send me drawing i will make a video
Also make volideo on T beam and Two way slab
I will try soon
Please make a video on design of cantilever beam.urgently
most welcome dear
habibi
habibi?
Nice work thanks, but can you tell me please wich softweres you use to do !! Hope you will answer Bro
jamal abdi naasir
hi thank you.
i use powerpoint
Thanks.... I need to make Static online tutorial on my facebook bage can you help me!
Assalamu walaikum sir,
Could you make a video of design slab with beams 50*80 hall.
w salam. i will try
sir you are wrong in case of taking tensile or steel strain 0.009 it will be 0.004 instead of .009
sir please upload the quantity of blocks
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.
thanks
For Calculating of Beam x_section dimension (ACI-318-05 CODE)
Syed Hanif Shah
ok dear thanks . by the way i know about these codes
Gg
Thanks for your e explain bjt please can you tell me what the name of program that used to display this leesson
welcome dear,, yes i can tell, its just PowerPoint
Right dear
Plzz sir add more video
thank you for joining us
Assalamualaikum Sir. I do not know how to calculate but I just want to ask a straight question. The pole distance is 20 feet. What is the best size for the beam, total of steel bar and the ratio of the concrete. Thanks
Because u got As for steel area is 3.276
Thank you very much! Where did you found that metodolody?
most welcome bro.... thank you for joining us
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
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
#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. :)
the vedio is too much usefull but i read the depth of beam should be L÷16
How did you get area of bars?
If the segment dimensions exist in the question .what is required to find live and dead loads?
@ step three, how did you take the values for Strains for calculation of steel ratio?
Plz tell how to design fixed supported beam
how to select size of beam and no. of bars and bars mm in 25 feet span beam and buliding have G+1
Thank you, can you tell me the name of the book the follow your your procedures? .
Try reinforced concrete design by nelson
name of the book that contain these example pleas?
oh 10Q it's great video.pleas could you help me one way or two way slab design video
Most welcome... yes one way slab design is already uploaded in the same playlist.
Dear sir
Please give the video of complet building with drawing.
Regards
Md. Mainul Ahsan
soon i will try
Thanks
which software are used for this video please tell us the software name
its MS office
Sir define betaaa ratio i.dnt undrst
that accent
I cant watch a civil engineering video without having to deal with these annoying accents lol
Can you do the same with Eurocode? 🤷♀️
See my comments in reply of Nuriman Ismail's comments.
Hello sir
Please male a video on mix design of heavy weight concrete
i will try
Sir that is very important.
Hi sir.Could you please send one of the preferable RCD book to me.But before everything thanks to you.May Allah bless you.
yes dear i can send it. please send me your mail
I need a good reference book plz engfaaraxdg@gmail.com that's my contact thanks again an again
SL Khan . Dear SL Khan can you please provide me as well. So that i can keep it for my records.Your explanation is great indeed. Thanks. My email id is mustafarashid123@gmail.com
SL Khan sir plz send to me also rosshanyadav33@gmail.com
me too please send it in kashyapkmec@gmail.com
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?
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
YES IT IS OK IF YOU PROVIDE ENOUGH DEPTH AND REINFORCEMENT TO BEAM
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.
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....
thank you sir enjoy the way you teach looking forward to more thanks again.
you are strongly welcome dear.....
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!
PLEASE SEND TO THOSE LIKE GOOD LECTURE
Good dear
I want a video of T beam design
Will upload soon
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
Hi
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
Hi, ¿don't you have seismic zones in your country? The design you done only with gravity loads.
hello friend.... this is just the method.... you can include the factor for seismic load while calculating factor loads
thank you for comment
What method is this? ASD or USD or LRFD?
Dear plz design footing staircase one way slab and two way slab plz
ejazkhan. sagar
thanks for suggestions.
i wiĺl design each member step by step.
i need ur contact number
i am from shangla swat kpk and recently studying in Bs civil engineeeing from Karachi...i saw ur all tutus and i have also downloaded...but want to talk u...its my desire.
May I ask a question, how do you get the theta as 0.9 in finding thr size of beam? Thank you.
These type of values are taken from table. I have referenced a book...
Reinforced concrete design by nilson
We need the same problem to be solved using BS method. Thanks
thats simple. i will try it after Eid.
Thank U.
sir euiler formula main strain of concrete or strain of steel ki value ki smaj mai aai please app explain kr dain
strain is just the ratio like
strain = change in dimension / original dimensions.
the values i have take are know values for concrete and steel. this is constant it can be changed when you change materials
i will wait for design footing staircase one way slab and two way slab
ejazkhan. sagar
next lecture will be about slab design
SL Khan when will be uploaded one way slab?
ejazkhan. sagar
depends on how much time can i get free a day. i will try soon
ejazkhan. sagar
my number is in description
Note: 2001 ACI code design load = 1.4DL+1.7LL
design load used in the video is taken from a book " design of concrete structures by nelson "