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@ASENBASHA-v3k 17 күн бұрын
very useful thank you sir
@CIVILERABangalore 17 күн бұрын
happy to see you liked it
@ASENBASHA-v3k 17 күн бұрын
thak you sir for structural informative class
@CIVILERABangalore 17 күн бұрын
You are welcome 🙂
@JanPLopez993 Ай бұрын
Thank you for this info. Very clear explanation.
@CIVILERABangalore Ай бұрын
Thanks for the comment. And nice to know you liked this
@JanPLopez993 Ай бұрын
Excellent points raised, highlighting pertinent considerstions to be undertaken. Thank you!
@CIVILERABangalore Ай бұрын
You are welcome.
@esabenkeys 2 ай бұрын
Excellent work 🖤♥️🖤🏆👑⭐🟥
@CIVILERABangalore 2 ай бұрын
great Nice to know you liked
@SuperKillbill66 2 ай бұрын
where is the blog pl ?
@CIVILERABangalore 2 ай бұрын
www.civilera.com/blog
@alishapradhan9602 2 ай бұрын
Thank you for this informative video. Could you provide the reinforcement detail in the continuous beam of different widths ?
@CIVILERABangalore 2 ай бұрын
Please join my group and ask there. When free will sketch for you www.civilera.com/contact-us
@jasimscivilengineeringprac4264 2 ай бұрын
THANK YOU
@khalifaalnaamany9330 2 ай бұрын
Hello I am not a civil engineer , I m trying to build a car garage with a swimming pool on top of the garage , the garage is 10m x 6m garage with a swimming pool of 8m x 5m and 1.5m depth with six footing and pillars, what size of footing should I use to be on the safe size, thank you
@CIVILERABangalore 2 ай бұрын
Please consult a Structural Engineer in your area and explain and get this designed.
@rogasianmassawe8478 2 ай бұрын
I would really like to use the report for reference how can I get it!?
@CIVILERABangalore 2 ай бұрын
Contact me on www.civilera.com/contact-us what do you do by the way
@divyadivakar8485 2 ай бұрын
Well explained
@CIVILERABangalore 2 ай бұрын
Nice to know you liked the video 🙂
@nramanjaneyulu2842 2 ай бұрын
sir if we provide more than max. Reinforcement, is there any problem? in beams, we have over/under reinforced, but in columns, no such things?na?
@CIVILERABangalore 2 ай бұрын
It should not be creating congestion
@donfrancis1246 3 ай бұрын
Thank you Sir a ton! Please do more of such videos.
@CIVILERABangalore 3 ай бұрын
sure :-) Glad that you liked it
@vandamev1212 3 ай бұрын
Sir, can it also be attributed to the fact that in engineered buildings, factors of safety (F.O.S) have been included in the loads and material strength and that in non-engineered buildings the mistri has coincidentally ended up with a design which just satisfies the load and moment requirements excluding the F.O.S?
@CIVILERABangalore 3 ай бұрын
yes. but they are not even designing.
@nicolasmarie4398 4 ай бұрын
Hi. Thanks for the video. There are situation where we have to put the Longer Bar as B1 and the Shorter Bar as Distribution/B2 bars for example if there is a cantilever adjoined to the longer direction. I will greatly appreciate if you can talk more about this? Thanks.
@CIVILERABangalore 4 ай бұрын
B1 need not be always short even in normal slabs. It is dependent on many things. In site it is not practical in a large building as adjacent slabs may have different orientation. For your cantilever question, see if this video has any info kzbin.info/www/bejne/bnizqWuQfteNea8si=9LUZqg4tTEkJIciA
@onaziagbese7779 4 ай бұрын
Fantastic
@CIVILERABangalore 4 ай бұрын
thanks great to know you liked it
@saranshjoshi3167 4 ай бұрын
excellent
@CIVILERABangalore 4 ай бұрын
Thanks for the comment and nice to know you liked it 🙂 What do you do? Are you in my community?
@kelvinonyango9177 5 ай бұрын
kindly share the report
@CIVILERABangalore 5 ай бұрын
done
@luckyali4586 5 ай бұрын
Thanks I was little confused, watching ur Video helped me.
@CIVILERABangalore 5 ай бұрын
Great to know the video helped you. What do you do? You are a civil engineer or were looking for a solution while building your own?
@Updatedknowledge9 5 ай бұрын
Sir, how can access your pdf
@CIVILERABangalore 5 ай бұрын
What is your name. What do you do?
@Updatedknowledge9 5 ай бұрын
@@CIVILERABangalore I am a student👦📖🎒 , tomorrow is my presentation on soil machines
@CIVILERABangalore 5 ай бұрын
@@Updatedknowledge9 I asked you name. Tell me that + Your email. WA number and the college.
@chtahnamte 5 ай бұрын
What if the column comes in the middle fo the tank
@CIVILERABangalore 5 ай бұрын
Better to avoid. If un avoidable, do proper water proofing and load take down as needed
@shamalmohammed4857 6 ай бұрын
Dear Sir, do you have courses in Udemy ?
@CIVILERABangalore 6 ай бұрын
I have my own portal and it is course.civilera.com
@fakrudinahmed5141 6 ай бұрын
What is the course fee
@CIVILERABangalore 6 ай бұрын
we have many programs. I suggest you check course.civilera.com for basic courses and contact me for mentoring
@mohammedsafwaan9525 6 ай бұрын
2:16 Hello sir, Will the load coming from rcc walls and slab of the tank not affect the footing as its density is higher than that of soil?
@CIVILERABangalore 6 ай бұрын
@@mohammedsafwaan9525 Use logic and simple calculations Note 2 points 1) The density difference is minor 2) Even if concrete is denser, we are replacing quite a lot of soil with water. so water is less dense. You can calculate total weight of soil and compare with that of rcc tank + water.
@adilkhan3584 6 ай бұрын
Nice Video. I just wanted to ask, when you mean reinforcement at Top is usually required for depth 1000mm, I'm assuming you mean embedment depth or just the member thickness of 1000mm? Or both scenarios?
@CIVILERABangalore 6 ай бұрын
Total thickness of section
@shareqinamdar8903 6 ай бұрын
Nice explanation
@CIVILERABangalore 6 ай бұрын
Thanks
@Innotutorial 6 ай бұрын
Thank you so much Sir for the knowledge
@CIVILERABangalore 6 ай бұрын
hey nice to know you liked it
@aswingovind-up4mz 6 ай бұрын
sir, i have an question in column design. After analyzing the column ,moment are high in top storey(mx,my value) while compare to bottom storey and at the same time the Pu value is high on bottom storey while compared to top storey . which value (PU ,Mx and My ) should take while designing a column
@CIVILERABangalore 6 ай бұрын
You need to design each level of column separately Also note that you will have 26 combinations for design. Why don't you make use of our republic day offer and learn from the course? You can find it in the link below course.civilera.com/courses/etabs-superstructure?coupon=OFFER2022 Are you in my groups and emails?
@sudarshannikam5243 6 ай бұрын
Thanks sir for this valuable video. Sir ,please make detail video on eccentricity of Column due to reduce size of upper floor column, and eccentricity due to unequal load (due to unequal beam span around column). Which eccentricity should take account.
@CIVILERABangalore 6 ай бұрын
I am not a fan of reducing size. You cannot generate it unless you apply it
@thepipsavvy 6 ай бұрын
This is really an eye opener. Thank you.
@UnmeshBane 6 ай бұрын
Hi all, you can use this tool to automate this Pier and Spandrel labelling in few clicks, watch this kzbin.info/www/bejne/sJSUdauFmdKbZrM
@ganeshpaudel2972 6 ай бұрын
Nice information. But you didn't explain why minimum reinforcement is provided at the top. Yes, it is in the code but what is the function of the top rebars? And why top rebars are not required for sections of thickness<1m?
@CIVILERABangalore 6 ай бұрын
It is understood. When the section is thicker, chances of cracking are more. IS has decided it for over 1m. Same is different for BS. You can check the crack width calculations in these codes
@struct-architecture2779 7 ай бұрын
How we will come to know about the "concrete area required to resist direct stress" in etabs, if the column is oversized?
@CIVILERABangalore 7 ай бұрын
ETABS will not show this. You need to check all your columns that shows up as 0.8%
@BariRiazRasool 7 ай бұрын
Well explained and a good refresher. Thanks for throwing some light on this topic again!
@CIVILERABangalore 7 ай бұрын
Happy to see you liked it 🙂
@MrJtj007 7 ай бұрын
Hi sir, how do we know if there's eccentricity moment because in etabs, it considers all the members are connected to each other to the centre line,?
@CIVILERABangalore 7 ай бұрын
That is a different point all together. Here we are talking about ''minimum'' eccentricity moment and this will be calculated by software based on the clause I have mentioned in the video
@zuberibrahimsultan8771 7 ай бұрын
Which model is more accurate, membrane or thin shell ???
@CIVILERABangalore 7 ай бұрын
shell thin will be.
@zuberibrahimsultan8771 7 ай бұрын
@@CIVILERABangalore could you tell me why ???
@CIVILERABangalore 7 ай бұрын
@@zuberibrahimsultan8771 Should be in the video. Membrane will replicate Yield line theory behavior and shells would do stiffness based
@zuberibrahimsultan8771 7 ай бұрын
@@CIVILERABangalore got it. And thanks
@ashlardesignandinfra1774 7 ай бұрын
Sir truly amazing
@CIVILERABangalore 7 ай бұрын
hey thanks for your kind words 🙂
@ZahidBadgujar 7 ай бұрын
Hi can someone suggest the best book fir RCC DESIGN, thanks in Advance
@CIVILERABangalore 7 ай бұрын
Text books are rarely useful for a comprehensive learning. Any ways, you can refer Professor PC Varghese's book or that by Prof Pillai and Menon or Dr Subramaniyom
@superindia4818 3 ай бұрын
B. C. Punmia
@gunaseelanm8335 8 ай бұрын
The behavioral change of the structure was well exhibited when the support positions were altered, excellent video for the beginners👍.
@CIVILERABangalore 8 ай бұрын
Glad you liked it! I tried to explain some thing different which will be beneficial for beginners :-)
@nadeemvision 8 ай бұрын
Very informative. Thank you sir.
@CIVILERABangalore 8 ай бұрын
Nice to know you liked it 🙂
@raghuveerar2788 8 ай бұрын
In rc structural wall system can we model the beam instead of spandrel for high rise building as per is code??
@CIVILERABangalore 8 ай бұрын
Depends on the size and location of beams. Are you referring to Mivan shuttering system
@vitrovogan9635 8 ай бұрын
The explanation is really very beautiful.
@CIVILERABangalore 8 ай бұрын
Hey thanks for your comment. Happy you enjoyed the video. Are you in my group?
@vasubhadania 8 ай бұрын
Can anyone please provide me with an example of safe where it is possible to create isolated footing without a top reinforcement......!??!! Small large size doesn't matter just create one isolated footing in safe where top reinforcement is not required.......!!!
@CIVILERABangalore 8 ай бұрын
Generally Top rebars are not needed in Isolated footing if it is designed as a singly reinforced section. It is advisable to design as a singly reinforced section. So if you do that, the only need of top rebar in isolated footing is when the depth is more than 1000mm as per IS 456.
@vasubhadania 8 ай бұрын
@@CIVILERABangalore i am using less than 1000 mm depth, even when forces is low..... there is no way where i can get zero reinforcement in top (with design strip or in FEM method) while checking for reinforcement after design in SAFE......here i am not talking about manual design....
@CIVILERABangalore 8 ай бұрын
@@vasubhadania Am sorry. I cannot understand you. 1000mm bars your won't get any where. I meant the depth. Manual or software, you don't need top rebars unless it is doubly reinforced due to lack of adequate depth
@vasubhadania 8 ай бұрын
@@CIVILERABangalore sorry i actually ment 1000 mm depth.....i am trying safe because safe can also be used for combined footing..... While using safe there will always be top reinfo.... I want to resolve that.... In short i am trying to get no top reinforcement in safe but why is there always top reinforcement.....i want to know that reason..!!!
@CIVILERABangalore 8 ай бұрын
@@vasubhadania You are perhaps over using SAFE. You just analyse and zone the forces and dont use the design oprion
@mdrezaulhaque9580 9 ай бұрын
kzbin.info/www/bejne/emPMZ2xpf5ljmrMsi=FXb5i7URnB2ytERj
@indramlimbu6886 9 ай бұрын
Explained very well. Thank you for sharing the knowledge
@CIVILERABangalore 9 ай бұрын
Thanks for the comment and great to know you liked it
@indramlimbu6886 9 ай бұрын
@@CIVILERABangalore welcome sir. Keep uploading such videos, sir.
@ramonbaccomperi7871 9 ай бұрын
Hello, such an informative video. I want to know how you will determine if etabs use the gross area or the tributary area for the steel reinforcements calculation. Thank you
@CIVILERABangalore 9 ай бұрын
Thanks a lot for your comments. Am a little concerned about your question as I feel that your understanding is slightly different. The tributary area comes in to picture when you calculate the load. Am not 100% sure what you meant though. The comparison wrt rebar area is gross area vs required area to take the actual axial stress.
@ramonbaccomperi7871 9 ай бұрын
So tributary area is the area where the load is acting if I'm right so it's different from the actual area or?
@CIVILERABangalore 9 ай бұрын
Am not sure of your question @@ramonbaccomperi7871
@ramonbaccomperi7871 9 ай бұрын
Please I will like to know the meaning of tributary area.
@CIVILERABangalore 9 ай бұрын
@@ramonbaccomperi7871 See this video kzbin.info/www/bejne/gnfThIdnbKtoeM0si=nt64sgUYbO2Z84h2 I have mentioned about an area in this
@mohammedraihanan5858 9 ай бұрын
Sir could you please make an vedeos on side face reinforcement for beams
@CIVILERABangalore 9 ай бұрын
Let me try 🙂What do you do now?
@mohammedraihan4580 8 ай бұрын
@@CIVILERABangaloresir now I am working as design engineer.
@CIVILERABangalore 8 ай бұрын
ok which one and location
@mohammedraihan4580 8 ай бұрын
@@CIVILERABangalore Bangalore Sir
@Er.RamanjaneyuluNingampalli 9 ай бұрын
Great video
@CIVILERABangalore 9 ай бұрын
thanks for your comment
@MudgalS.R 9 ай бұрын
All videos are very informative, and nothing is coppied as pleples use to do, its your hard earned experience 🙏🙏
@CIVILERABangalore 9 ай бұрын
Hey nice of you to see your honest comment 🙂 It inspires when people comments facts. You can also subscribe here for regular updates and joining group www.civilera.com/contact-us