Hi, I am Er. Manjunath Str Engineer Thanks for this video sir Really very basic and good idea u ve shown , anyone can use this idea to speed up their calculations
The bar diameter is dependent on the are of steel that you require. Generally 12mm tor or 10mm tor are provided but for heavy structures the reinforcement may even go upto 32mm tor
Sir I have couldn't understand that you said that value of load 15KN acts as UDL. but you multiplied the concrete density with slab (having area 4.01.) volume. which converts it into total weight of concrete . can you explain how it acts as UDL. should we divide the total weight by beam span length to convert it into KN/m as a UDL......???
Anwar Mengal yes you're right, the 15KN is to be divided by the span of the beam. Actually I also divided the load by the span. Due to the poor audio equipment I might have missed to account that. Sorry for the inconvenience caused
Anurag Khati what I can suggest you is that you learn staad or etabs and then just experiment with the loadings, maybe you'll get an idea of how loads act on the structure by practice and experience. I used to model structure on staad and apply different set of loadings and observe the bending moments, shear and deflection patterns.. That helped me a lot to learn about loading and structural responses.
Hi Ahmed, Apologies for the extreme delay in response, it's been quite a while since I've done the calculation by hand. You can find the link to an article on how I had managed the same task during my college at this link iecivil.blogspot.com/2017/10/moment-redistribution-for-design-of.html
Anurag Khati thanks for the comment If all the floors in your building are same then you can just multiply it by the number of floors.. Else lately I've been using E-TABS for the work
Hi Manjunath, It is possible to design columns in AutoCAD. Not directly but if you code some lisp then you can just create a few commands that based on a few inputs can help you perform the same calculations that you could do in Excel. I would recommend using Excel for calculations but if you're interested then you can program a lisp to get that task done as well. I have a lisp that I use to plot control perimeters based on a the point loads and column positions
Anurag Khati hey there! I would love to make a few videos on that topic but at the moment I'm a bit busy with a few projects. I would suggest you check out NPTEL videos on design of RCC structures. I personally learned a lot from those videos.. Hope that works for you.. Just let me know incase you need any assistance.. Thank you 😁
i need many help dear i know cad very well but technically i am very weak ,i dont know how to make shop drawing of architectural or constructional, i am begging u make some video about section and details , i know plan and elevation but section and details no idea
How can do design of beam when slab load act on a beam as upface To downface. Please make a video for design of beam in help of auto cad. Please ....please.
+vishek bisen I would suggest you search for design of beams on my blog (www.iecivil.com) as I've already posted articles related it, I'm extremely sorry to inform that I won't be able to make a video on design of beams. Let me know if I could assist you in any other form. Thank you
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Hi, I am Er. Manjunath Str Engineer
Thanks for this video sir
Really very basic and good idea u ve shown , anyone can use this idea to speed up their calculations
lovely for this vedio i want to know how we design the beam size & which dia we recommend plz discuss?
The bar diameter is dependent on the are of steel that you require. Generally 12mm tor or 10mm tor are provided but for heavy structures the reinforcement may even go upto 32mm tor
Sir I have couldn't understand that you said that value of load 15KN acts as UDL. but you multiplied the concrete density with slab (having area 4.01.) volume. which converts it into total weight of concrete . can you explain how it acts as UDL. should we divide the total weight by beam span length to convert it into KN/m as a UDL......???
Anwar Mengal yes you're right, the 15KN is to be divided by the span of the beam.
Actually I also divided the load by the span. Due to the poor audio equipment I might have missed to account that.
Sorry for the inconvenience caused
i.e. Civil. Thanks for clarifying me. You have done a Wonderfull Job. Highly appreciated.
Anwar Mengal thank you 😁
Sir how much total load in KN/m2 per slab acting on each slab
I mean live load how calculation is done plz explain
Explain with any kne beam how much load acting on beam from the slef wt of slab
Thank you sir... It's really helpful 👍
Very well done Sir, great help, both for Autocad and design.
Kiran Dewoo thank you for the comment 😁
As I had already watched the Nptel videos but I m still confused regarding the all loads that acts on a building
Anurag Khati what I can suggest you is that you learn staad or etabs and then just experiment with the loadings, maybe you'll get an idea of how loads act on the structure by practice and experience.
I used to model structure on staad and apply different set of loadings and observe the bending moments, shear and deflection patterns.. That helped me a lot to learn about loading and structural responses.
Please help me to solve how to calculate moment distribution from beam to column..Many Thanks.your videos are helpful
Hi Ahmed,
Apologies for the extreme delay in response, it's been quite a while since I've done the calculation by hand.
You can find the link to an article on how I had managed the same task during my college at this link iecivil.blogspot.com/2017/10/moment-redistribution-for-design-of.html
BRO YOU ARE GODSEND! TYSM
superb video sir thanx for this video
if we have to design a 5 storey building so how can we calculate the total load ??????
Anurag Khati thanks for the comment
If all the floors in your building are same then you can just multiply it by the number of floors..
Else lately I've been using E-TABS for the work
+Anurag Khati are your floors of the same type?
yes all r same
Hey.....
Can u tell me how to calculate load of column n design of column in autocad
You can't do that in autocad but u can do it in Excel using AutoCAD data
Hi Manjunath,
It is possible to design columns in AutoCAD. Not directly but if you code some lisp then you can just create a few commands that based on a few inputs can help you perform the same calculations that you could do in Excel. I would recommend using Excel for calculations but if you're interested then you can program a lisp to get that task done as well.
I have a lisp that I use to plot control perimeters based on a the point loads and column positions
Sir pls make some more videos on building load designs including all loads
Anurag Khati hey there!
I would love to make a few videos on that topic but at the moment I'm a bit busy with a few projects.
I would suggest you check out NPTEL videos on design of RCC structures. I personally learned a lot from those videos..
Hope that works for you..
Just let me know incase you need any assistance..
Thank you 😁
man u deserve to be subscribe u really very professional congrat............
SK Shah thank you very much, hope this video helped you 😁
i need many help dear i know cad very well but technically i am very weak ,i dont know how to make shop drawing of architectural or constructional, i am begging u make some video about section and details , i know plan and elevation but section and details no idea
Please email us on sayyedshadaab@iecivil.com we'll try our best to assist you 😁
How can do design of beam when slab load act on a beam as upface
To downface. Please make a video for design of beam in help of auto cad. Please ....please.
Hey Junaid, can you please provide some more information about your doubt?
Thank you 😁
What I do to design column and beans for building ? Please make an video in detail please please please sir ☺
+vishek bisen I would suggest you search for design of beams on my blog (www.iecivil.com) as I've already posted articles related it, I'm extremely sorry to inform that I won't be able to make a video on design of beams. Let me know if I could assist you in any other form.
Thank you
@@iecivil bhai ye to bta de ke line kitne feet ki le hain
What the purpose of calculating load from slap
It is required to calculate the load on beams and other supporting elements for their design work
what about weight of steel reinforcement within the slab?
Hamad Almatrouk it is already assumed in the dead-weight
y u have taken 45 degree angle ??
Anurag Khati it's based on the yield theory of slabs
Anurag Khati 2 way slabs show a distribution that splits along 45 degrees from the corners and 1 way is distributed along the longer supports
thnx sir
Great job
Calculation of Load from the Slabs Using MS Excel
Want more videos on auto cad
This video is not clear try to upload HD copy
Nothing Ills Matter sorry, I couldn't record that at a greater resolution than the presently uploaded one..
Thanks a lot lot sir 👍
Hello
sir thankyou
Thnx sir
good
Thank you 😁