18. Mux and Muy Calculation on Columns I Uniaxial Bending I Bi-axial Bending- BY CIVIL SMART
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- Опубликовано: 5 фев 2021
- All types of Column Design Sheets
available via link below
pmny.in/PIRmWt2XtME5
This video is prepare to find out Mux and Muy values in Columns according to the plan ; Manual Concepts and Excel sheets for finding the values quickly, Uniaxial Bending; Bi-axial Bending; Moments in Columns; Column Moments.
ITS A GREAT VIDEO SHOW-CASING 'SMART CODING' to save on Money on software's and to help churn out correct Mux & Muy Calculation quickly. As we all know , time is money! I hope you enjoy the video, give it a thumbs up, subscribe and leave the comments in the comment section..... 
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All types of Column Design Sheets
available via link below
pmny.in/PIRmWt2XtME5
Online classes for structural design is available on weekends, those who are interested can contact on whatsapp no. 9899462529 or mail me on bhattdeepak352@gmail.com for details.
Civil Smart
Too good thank you
Thanks a lot
Think u very much sirr
Sir , What is the difference between simple connection and simply supported beam ? Will moment be 0 at support or connection? Can we say that hinged connection?
Should we use support moments calculated by moment distribution (or any other method of analysis for continuous beam) or should we use wl^2/12 or wl^2/24 ?
wl^2/12 or wl^2/24 these formulas are for beam carrying udl. But what should we do for udl with point load?
Point load will transfer to the adjacent column depends on where point load act on beam for eg. If it is at the centre it will transfer half on each column accordingly.
How much % of unequal load and unequal span can be ignored while deciding Axial or Uni axial loaded column?
Cantilever beams tapered section design
Check my video for cantilever Beam Design
Please give the name of book or link of website which have this concept.
U can refer , illustrated design of RCC structure by H.J Shah,AK Jain , devdas Menon , CS Reddy and ramurtham
Is this formula available in sp 16? Or any other is code?
Yes u can find it in SP-16 and SP-34.
@@civilsmart thanks brother. appreciate.
G+2 ka bhi video banaiye..
Sure.
4:07 Why should be used Wl^2/24 for simple connection instead of Wl^2/8 as a simply supported beam carrying UDL? Where is the Wl^2/24 is the span moment for fixed beam.Moment at end support of simply supported beam will be zero.
The framed connection are either rigid connection or simple connection, wl2/8 is for simply supported beam design, for rigid connection the moment on wl2/12 at support n for simple connection it's half of this...
Thanks sir @@civilsmart
Sir , What is the difference between simple connection and simply supported beam ? Will moment be 0 at support or connection? Can we say that hinged connection?
Should we use support moments calculated by moment distribution (or any other method of analysis for continuous beam) or should we use wl^2/12 or wl^2/24 ?@@civilsmart
Sir, I already sent payement of column via paytm didnt get an excel file
Hi Ashish, chk your mail pl, if u need other design sheets,let me know..
Sir kindly agr Excel sheet watts up kr dain
Aapne wl2/12 kyu nahi liya???
Because we r assuming as simple connection in structure s for our design..
@@civilsmart but joint to fix hai na???
Agar frame me column moment nikale to wl2/24 le to dikaat to nahi hogi kya??? Wl2/24 se moment to sahi milegi kya column par???
A flexible structure is meant to be able to sway with the tremors is more likely to survive an earthquake that would destroy a rigid structure.
Sir uppar storey ho to joint par uppar storey column ki stifness bhi joint par add karni hai hai kya???
Payment ho Gaya
Download kese kare
Already sent on your mail, kindly chk.
Sir please send me excel sheet sir
Link for this file
Msg me on to get the access..
At which plateform should i massage
@@shantiprakashprajapat7353 whtsap on 9899462529
Can any one send the sheet
Whtsap on 9899462529
U r from?
@@civilsmart Yemen
whatsapp number doesnt show because you dont mention the country key
M from india
mr deepak paid rs 299 as requested, pease send the column design files
M sending u pl chk