Very interesting and thankful... Can you please do a video on how to determine number and sizes of rebars after the loads have been estimated according to BS Code.. Thank you
excellent column 6 specific area load calculation but as i understand this load on column 6 from roof , then 1st floor then is for specific area surrounding the Column 6 #
Sir I think interior column the load should be maximum , for side column the load lesser than interior column and for corner column the load minimum as compared to interior column.
I got confused: how do we get wall load(primary) in load transferring from roof to 1st floor? There is only parapet wall as a boundary, isn’t it? Could you explain this?
Thank you Sir for this video of yours. But i will like to know, why is there no slab load and wall load transfered from the ground floor to the footing?
Slab of the ground floor usually rests on ground, so there is not any need to consider it unless it is a hollow slab as in case of a basement.... Then you can consider it too.....Wall load, I have already considered while calculating the load transferred from 1st floor to Plinth.
there is a mistake on beam load secondary, factor. self wt = 1.93, and length of secon. beam is 3. you did its half. it is already you took 3, then why again its half ?
Load of 3m portion of B13 will be transfered to B9 as point load and only half of this point load will be transfered to Column 6. Rest of it will be transfered to C7.
Better than my entire college life
😂
Accepted
True
Agree
True,I'd like to learn more about structural design... can you please help me brother
Really I'm 1st time appreciating for structure even not in clg. Lovely 100% satisfied
Your efforts are Really appritiated. Thank you for a very easy and straight explaination !
Really applaudable effort from you for new civil engineers like us
Greetings 🙏🙏
You are very hepful to many. Be Blessed
I do appreciate your sharing of this precious lecture..thanks
So nice of you
The excellent clear calculation any student can easily learn 👌 try to give more knowledge of civil engg,, thank you 👍
I wish I had this when studying
very clear and straight to the point.
Can you do the column moment calculation
Self weight of plinth beam =.3 *.6*25 *9 meter, you took it as. 3*.3*25*9
Many thanks...
Thank you for this video this is nice and detailed.
Thank you very much for your helpful information,
Is there an earthquake load in the calculations you made in this video?
Thanks
Hakan
Very interesting and thankful...
Can you please do a video on how to determine number and sizes of rebars after the loads have been estimated according to BS Code..
Thank you
excellent column 6 specific area load calculation but as i understand this load on column 6 from roof , then 1st floor then is for specific area surrounding the Column 6 #
Really helpful video. Thank you🙌
Sir I think interior column the load should be maximum , for side column the load lesser than interior column and for corner column the load minimum as compared to interior column.
same thought. but still thanks to sir for a very helpful academic tutorial and sharing of knowledge.
Helpful and handy,
Nice video thanks
very detailed, well presented
Have you used any eurocodes?
Where did u put the self weight of the GROUND FLOOR?
What about software sir is acces free or not or without software how we can learn
I got confused: how do we get wall load(primary) in load transferring from roof to 1st floor? There is only parapet wall as a boundary, isn’t it? Could you explain this?
Wall load of 2nd story.... Parapet wall will not be considered in interior columns
Sir what in case a point load is acting at a distance from column
this calculation is for ground, 1st or 2nd floor?
Thank you so much sir
Excellent information sharing 👍
Thanks for visiting
4:57 why 1/2 multiple by 3m, 3m is already half of the secondary beam 6m
Secondary beam connected by c6 and c7,half of that load comes to c6 another half comes to c7
half of the secondary beam section is for C6 the other half is for C7.
PDF + Excel sheet 👇
store.civiltutorofficial.com
Download our app here 👇
clpsheldon.page.link/x3kb
The calculations are simple and straight to the point.
Thanks eng.
great dear engineer
۱
Thank you Sir for this video of yours. But i will like to know, why is there no slab load and wall load transfered from the ground floor to the footing?
Slab of the ground floor usually rests on ground, so there is not any need to consider it unless it is a hollow slab as in case of a basement.... Then you can consider it too.....Wall load, I have already considered while calculating the load transferred from 1st floor to Plinth.
About all total Factored load, how to know that must be Times to 1.5？
Thankyou Sir.
Helo sir... Total load on C6 = 915KN and SBC of soil = 150KN/m2... Is it safe?
floor 04:50
wall 6:02
Sir in this case for effective length for column, which case is applicable.
Held in position at both end
And not restrain against rotation
Correct?
Held in position and restrained against rotation at both ends (fixed at both the ends).... Leff = 0.65L
@@CivilTutor thanks
Why self weight of column was not factored? (Like 13.11 x 1.5)
Great! & Thanks.
How to calculate coner column C5?
Could you explain columns #5 and #6 axis ?
This is great
Very nice
Pls make video on design of column.
Why not include here GF slab weight?
Am wondering the same if the GF slab rests on the beams below it then it transfers loads to C6 as well no?
Thalaiva super thalaiva super thalaiva❤
When can I get excel
Perfect 💥
Residential LL 2 kn per Sq m
You have made me think why I didn't take engineering
thanks eng
there is a mistake on beam load secondary, factor. self wt = 1.93, and length of secon. beam is 3. you did its half. it is already you took 3, then why again its half ?
Load of 3m portion of B13 will be transfered to B9 as point load and only half of this point load will be transfered to Column 6. Rest of it will be transfered to C7.
Nachindii❤
Pdf regarding
Your website not working
Check now
Super sir
I paid but not received soft copy still
Your email please
🙏🙏
I am civil engineering jts school lawspet civil engineering padekeran
Hi
Can u be my teacher
Sir you are too much but what is plinth beam
Thank you so much
Thank you 👏 ❤