Thank you. Mail received. I think moment distribution is not required. It is giving more sagging at the support. Maximum moment is at zero shear between columns. Maximum moment need not be at centre. These points may be looked into
Dear sir, This combined footing beam cum slab is very useful. I have already received your 3 and 4 columns combined strip footing. I kindly request you to share this excel sheet. If any one end is flushed with column without any projection, what is the modification required for this excel sheet. Thank you for uploading useful excel sheets for civil engineers. V.M.Rajan.
Sir if we put the value of De and Df same in the slab dimension of Design of bottom slab will it give the correct result for the design of rectangular flat slab footing (not inclined)
Yes it will. In case of footing slabs, when We are going to check one way shear at a distance 'D' from column face, trapezoidal footing's depth will be less than the footing with uniform thickness. For footing with uniform thickness this thickness will be more than required. So concrete consumption will be more. On the other hand bigger thickness means less design shear strength of concrete, hence steel consumption will be more but from safety point of view your design will be O.K. If you want more details I can make a short video on it mentioning your name. If you are interested in it you have to send a mail to me along with your small details and your questions. FOR MORE DETAIL PLEASE REFFER IS456, DESIGN SHEAR STRENGTH OF CONCRETE. Thank you.
Dear sir, Your channel "STRUCTURAL DESIGN ONLY" got only 500 watch hours per year, required 4000 organic watch hours. Can you provide me more organic watch hours by providing more time in watching my videos several times? Other wise my all effort to share the knowledge free of cost will not be successful. Thank you. Er. P.S. Chatterjee.
In near future I must I must try to solve it. The problem with mat foundation is column grid, if column grid is uniform then making raft foundation is more rational. Thank you.
Today 23/02/23, at 6.00PM (IST) you are going to Watch, 'Design of 2 to 9 Piles Cap by Few Clicks' in a Single Spread Sheet of Excel. Come Join with me in youtube.
Very soon you are going to get it. Dear sir, Your channel "STRUCTURAL DESIGN ONLY" got only 500 watch hours per year, required 4000 organic watch hours. Can you provide me more organic watch hours by providing more time in watching my videos several times? Other wise my all effort to share the knowledge free of cost will not be successful. Thank you. Er. P.S. Chatterjee.
I hope you subscribed my channel, if not please do that. Like, Share Comments & Subscription are the remuneration and recognition to a creator. Thank you.
@@SD_Only I have received the following files "Spread Sheets for Combined Footing of 2_Columns". Thank you very much for your kind Support Thanks a lot sir🙏🙏....
Name: Fazal Mahmud Siddique Country Name:India State Govt. Service professional Sheet no: excel spread sheet for the analysis of combined trapezoidal RCC footing of two columns with strip beam
Please check your mailbox. I need 3600 watch hours wihin one year to qualify in this platform. I am with you, are you with me? Thank you, Er. P.S. Chatterjee.
this combined column footing design is very useful as it connects to staad design. I request you to please share this excel sheet to me.🙂
Thanks for your keen interest. Now Please send me an e-mail with your requisition.
Sir, thanks a lot. Please upload such kind of valuable & knowledgeable videos with us.
Sure I will
Very Informative... Thanks...
Very nice
Superb.
very explanatory
Thank you.
Sir kindly send me all excel design.All videos of yours are very useful.
Please go to the description and read it carefully.
Very Good Video... Please send the excel sheet
Please check your mailbox. Thank you.
Nice presentation. Very useful for structural designers. Can you please send me excel sheet.
O.K.
Please check your mailbox.
Thank you. Mail received. I think moment distribution is not required. It is giving more sagging at the support.
Maximum moment is at zero shear between columns. Maximum moment need not be at centre. These points may be looked into
O.K.
Dear sir,
This combined footing beam cum slab is very useful. I have already received your 3 and 4 columns combined strip footing.
I kindly request you to share this excel sheet. If any one end is flushed with column without any projection, what is the modification required for this excel sheet. Thank you for uploading useful excel sheets for civil engineers.
V.M.Rajan.
Very soon you are going to get it.
Please check your mailbox. Thank you.
Sir if we put the value of De and Df same in the slab dimension of Design of bottom slab will it give the correct result for the design of rectangular flat slab footing (not inclined)
Yes it will. In case of footing slabs, when We are going to check one way shear at a distance 'D' from column face, trapezoidal footing's depth will be less than the footing with uniform thickness. For footing with uniform thickness this thickness will be more than required. So concrete consumption will be more.
On the other hand bigger thickness means less design shear strength of concrete, hence steel consumption will be more but from safety point of view your design will be O.K.
If you want more details I can make a short video on it mentioning your name. If you are interested in it you have to send a mail to me along with your small details and your questions.
FOR MORE DETAIL PLEASE REFFER IS456, DESIGN SHEAR STRENGTH OF CONCRETE.
Thank you.
@@SD_Only Very well explained the answer to my query sir, thanks a lot
Dear sir,
Your channel "STRUCTURAL DESIGN ONLY" got only 500 watch hours per year, required 4000 organic watch hours. Can you provide me more organic watch hours by providing more time in watching my videos several times?
Other wise my all effort to share the knowledge free of cost will not be successful.
Thank you.
Er. P.S. Chatterjee.
Can we design the raft foundation?
In near future I must I must try to solve it. The problem with mat foundation is column grid, if column grid is uniform then making raft foundation is more rational.
Thank you.
Today 23/02/23, at 6.00PM (IST) you are going to Watch, 'Design of 2 to 9 Piles Cap by Few Clicks' in a Single Spread Sheet of Excel. Come Join with me in youtube.
Sir, please send excel sheet for combined footing.
Very soon you are going to get it.
Dear sir,
Your channel "STRUCTURAL DESIGN ONLY" got only 500 watch hours per year, required 4000 organic watch hours. Can you provide me more organic watch hours by providing more time in watching my videos several times?
Other wise my all effort to share the knowledge free of cost will not be successful.
Thank you.
Er. P.S. Chatterjee.
Please check your mailbox and don't request More than one sheet per month.
1 manpreet kaur
2 india
3 student
4 05R
Send me a mail
@@SD_Only I have sent sir
Check your mail box. Thank you.
@@SD_Only got it sir, thankyou
I hope you subscribed my channel, if not please do that.
Like, Share Comments & Subscription are the remuneration and recognition to a creator.
Thank you.
Name: Samridhi SIngh
Country : Nepal
Student
Sheet No.: Combine footing of two column
Please check your mail box. Thank you.
I have email you but excel sheet can,t received
Please check your mailbox.
Request for execel thanks. Email sent Very good video's..
Thank you so much.
Dear Sir, Please send me the spreadsheet file 05R. Thank you.
Tomorrow I am going to send the excel sheet. Thank you.
Please check your mailbox. Thank you.
@@SD_Only Received. Thank you sir.
You are most welcome.
Name: Sourav Das
Country : INDIA
Profession: Civil Engineer
Sheet No.: Combine footing of two column
Now please send me a mail.
Sir, I have send you the mail id details for combine footing for two columns
Please Check your mailbox.
Name : Jay Patel
COUNTRY:- INDIA
PROFESSION : CIVIL ENGINEER
SHEET NO :- Combined Footing of Two Columns
Please check your mailbox. Thank you.
@@SD_Only I have received the following files "Spread Sheets for Combined Footing of 2_Columns". Thank you very much for your kind Support Thanks a lot sir🙏🙏....
Name : varsha virde
Country name : India
Professional : structure engineer
Sheet no. : 05R
Thank you. Very soon you are going to get it. Your mail not found.
@@SD_Only thankyou sir. I have mailed you.
Now the time is 22:05 PM. Till I have not received any mail from you. Please check.
Name: Fazal Mahmud Siddique
Country Name:India
State Govt. Service professional
Sheet no: excel spread sheet for the analysis of combined trapezoidal RCC footing of two columns with strip beam
Very soon you are going to get it thank you.
Please check your mailbox. Thank you.
Sir, please send me the excel sheet of combined footing of two column, i mailed u sir
Very soon you are going to get it. Thank you.
Please check your mailbox.
@@SD_Only thanks alot sir i got the excel sheet
Name avishek aryal
nepal
student
combined footing for 2 column
You have requested two sheets but I have mentioned that I can provide one sheet per month. Now tell me which sheet I should send to you. Thank you.
Sir.
Please send me me this spreadsheet 05 R
Please check your mailbox and don't forget to send your acknowledgement through UA-cam comment only.
Thank you.
Thank You, I recived it.🙏
Welcome.
name: kishor thapa
country : nepal
profession: civil engineering
please kindly send me the excel sheet, i have sent you my mail.
Very soon you are going to get it.
Thank you.
Please mail me
01) Which one I should send to you? 02) You can get only one sheet per month.
03) Send me a mail.
Hi..i have email you
Please check your mailbox.
Sir, please send excel sheet for combined footing for 2 columns
Please check your mailbox.
I need 3600 watch hours wihin one year to qualify in this platform.
I am with you, are you with me?
Thank you,
Er. P.S. Chatterjee.