Very informative content, Sir! I have a question about the concept of the point load of total dead load you explained at 7:41. Should the point load be applied at the center of mass of the first flight with the attached landings, and not at the center of the beam directly? Am I right that the point load should be divided by the total area of the waist slab and landing slabs to distribute the load through the slabs and then apply the concept of one-way slab to transfer the area load to the two beams? The formula will still be the same, I am just asking about the concept/principle of how the calculated point load be distributed to the beams. Thanks.
Here the concept is we are calculating total load on stair case and distributing on beams ......it means how ever we have simply supported beam calculations.... it means if the load acting symmetrically on beams then the load transfer to the reactions is half load. Here the reactions are the beams right.... and one more thing u have calculated all loads on stair case but on this beams wall load also will act....but I did not find any wall load.....because in the mid landing beam remaining half part filled with wall hence we need consider that load also... Am I correct??? Pls reply
Sir at duration 14:05 when you applying 21.46 load on mid landing. Actually woh 21.46×2 ni hona chahiye? Because first flight se 21.46 load ayega landing beam pe and second flight se bhi toh ayega 21.46 load ussi beam pe.
if we don’t model stairs then we are neglecting the stiffness provided by staircase. Hence the rebar area in column varies with modeling case and for stair UDL case.
@@civilconst Thank you sir for your reply. When applying stair load directly on beam , we get high amount rebar on all beams, columns as compared to stair modelling. In your opinion which method is best to follow as per practicality?
@@sajibsdhrestha7680 staircase model gareko nai raamro ho but rebar distribution unusual aaucha as more seismic force is attracted near staircase region so contractor ra client lai bujhauna saknu paryo .. tehi ho 😅😅
@@civilconst Tei ho site ma practise ma chai wall ma stair support garainxa landing lvl ma. Column sanga stair ko connection nai garainaa short column effect prevent garne vanera. Tyo hisab le chai stair model nagarne nai thik lagxa feri. Confuison nai xa yo kura ma chai.
@@sajibsdhrestha7680 Landing beam provide gareko better ho.. masonry wall crush huna sakcha directly rest garaudaaa.. landing beam lai Ld na diyera provide gardaa short column effect neglect garna sakincha but short column lai consider garera rebar nikaleko raamro..
Since we need to transfer load to the landing beam, and also keeping in mind that it might induce short column effect, what can be done to achieve our objective? What if we assign landing beam as null? Does it work?
If you are considering fixed support for landing beam, null element won't work for you. But if you are providing landing beam as platform for load transfer to wall below it then you can provide null element beam. Depends upon your consideration.
Please check at @16:00 . I have assigned the load on the landing beam. And the landing slab and beam are monilithically casted, so the top of the landing slab and beam is the same.
It's a paid resource. Excel sheet link : docs.google.com/spreadsheets/d/1i49WYJNddfskuuekj9TArKBqWgeTLw32/edit?usp=share_link&ouid=108896043731268656786&rtpof=true&sd=true
One of underrated civil engineering Channels in youtube keep the great work up my bro❤️💥
Thank you so much 😀
khatra explaination yar bro dhanyabad
Cheers
Very informative content, Sir!
I have a question about the concept of the point load of total dead load you explained at 7:41. Should the point load be applied at the center of mass of the first flight with the attached landings, and not at the center of the beam directly? Am I right that the point load should be divided by the total area of the waist slab and landing slabs to distribute the load through the slabs and then apply the concept of one-way slab to transfer the area load to the two beams? The formula will still be the same, I am just asking about the concept/principle of how the calculated point load be distributed to the beams.
Thanks.
Yah. your concept regarding CM of flight is true.
Here the concept is we are calculating total load on stair case and distributing on beams ......it means how ever we have simply supported beam calculations.... it means if the load acting symmetrically on beams then the load transfer to the reactions is half load. Here the reactions are the beams right.... and one more thing u have calculated all loads on stair case but on this beams wall load also will act....but I did not find any wall load.....because in the mid landing beam remaining half part filled with wall hence we need consider that load also... Am I correct??? Pls reply
Sir at duration 14:05 when you applying 21.46 load on mid landing. Actually woh 21.46×2 ni hona chahiye? Because first flight se 21.46 load ayega landing beam pe and second flight se bhi toh ayega 21.46 load ussi beam pe.
At mid landing, half weight from either flight acts, so it will be 21.46
@@civilconst half weight both flights se ni lagega 21.46 ka double?
Stair will develop Torsional Moment in beam ? Should we consider that too ?
That's why staircase model in small residential building have a greater influence.
Best video 😊😊
Thanks 😊
Sir it's a nice explanation..but can u guide us in creating stair excel vt dwg
Will try
Email id plz
@@civilconst ubaid.yassin66@gmail.com
Could you please provide me a load calculation and design of spiral staircase
🔥 excellent
Thank you
The result obtained through modelling of staircase on buliding and that by applying stair load on the beam vary greatly. What might be the reasons?
if we don’t model stairs then we are neglecting the stiffness provided by staircase. Hence the rebar area in column varies with modeling case and for stair UDL case.
@@civilconst Thank you sir for your reply.
When applying stair load directly on beam , we get high amount rebar on all beams, columns as compared to stair modelling. In your opinion which method is best to follow as per practicality?
@@sajibsdhrestha7680 staircase model gareko nai raamro ho but rebar distribution unusual aaucha as more seismic force is attracted near staircase region so contractor ra client lai bujhauna saknu paryo .. tehi ho 😅😅
@@civilconst Tei ho site ma practise ma chai wall ma stair support garainxa landing lvl ma. Column sanga stair ko connection nai garainaa short column effect prevent garne vanera. Tyo hisab le chai stair model nagarne nai thik lagxa feri. Confuison nai xa yo kura ma chai.
@@sajibsdhrestha7680 Landing beam provide gareko better ho.. masonry wall crush huna sakcha directly rest garaudaaa.. landing beam lai Ld na diyera provide gardaa short column effect neglect garna sakincha but short column lai consider garera rebar nikaleko raamro..
Since we need to transfer load to the landing beam, and also keeping in mind that it might induce short column effect, what can be done to achieve our objective?
What if we assign landing beam as null? Does it work?
If you are considering fixed support for landing beam, null element won't work for you. But if you are providing landing beam as platform for load transfer to wall below it then you can provide null element beam. Depends upon your consideration.
Hi, can i get a copy of the excel formula sheet?
Write down your email id to us.
Hello PARASH sir, can you share this excel sheet?
And thank you for sharing such informative video ❤
Yes, sure but it's a paid resource. Please make payment first and will send you a link to download.
Could you please provide me with the excel sheet for staircase load calculations?
Email address plz
Can you please forward me the Excel sheet?
My email nbanischal11@gmail.com
Thanks
Can u forward staircase calculation excel sheet
Bhai landing beam kaha rahegi....
Slab level pe kya?
landing Slab level
@@civilconst
Landing beam landing level pe rahti hai...
Na ki slab level pe...
Video me to landing beam to hai nahi...
Please check at @16:00 . I have assigned the load on the landing beam.
And the landing slab and beam are monilithically casted, so the top of the landing slab and beam is the same.
@@civilconst mid landing beam to draw nahi kiye ho...
Hi sir. at 8:58 where did 1.76 value come from?
for live load per width
Sir can i get the excel sheet?
Hello sir yesko excel sheet pauna sakinxa very informative video
Majaaa le sakincha. aafno mail id lekhnu hola
Thank you for reply proud of you sir for very useful video
Very informative video. Could you please share the excel sheet?
Write your email id
plz sir send excel file sir for calculation of sticase load for etabs.
Write down your email id.
how to get this excell sheet
It’s a paid resource. For more details please mail us at iamparashjoshi@gmail.com
can you show us how to draw a staircase in autocad 3d?
Can you provide me openwell staircase and strap footing design sheet.. ?
leave you email id.
How could I gotten the excel file
It's a paid resource.
Excel sheet link : docs.google.com/spreadsheets/d/1i49WYJNddfskuuekj9TArKBqWgeTLw32/edit?usp=share_link&ouid=108896043731268656786&rtpof=true&sd=true
Hello! Where is the payment link?
open well ko excel design pathaidinu na
Mail id?
HI, CAN I GET THE EXCEL SHEET
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Can you please provide me excel sheet for open well staircase.
hello sir,this video is very informative,can u please mail this excel sheet. Thanks in Advance
Yes, sure
sir i want excell sheet of this ..please sir
We can provide but you it's no longer free.
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sir please can i get a excel sheet ?
mail id
CAN YOU PLEASE PROVIDE THE EXCEL SHEET
could you please provide the excel sheet?
Please write your email id
Sir could you provide me with the excel sheet
It's a paid resource. Please make payment first and will send you a link to download.
@@civilconst how
Hi mate, could you drop your excel file please?
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can you please share the excel sheet...???
It’s a paid resource. You can make online payment and download the sheet through the link provided.
can you send me thi excel sheet sir
Please give me the excell sheet...
Leave your mail.
@@civilconst how can i give you my mail Id?
Short column effect kaha gaya
That will be a different aspect
Sir could you please share me excel sheet? 😊
Wrong calculation you did as in IS456 it is given for 3 side support and you do not have support to all sides
can you give me excel sheet
could you send me this excel sheet for calculation of udl at staircase in my gmail?
maza aayena, excel formula sheet bechna matra banako jasto video, no any explanation k kasari aayo. Disappointed
Oh, this video worked for literally everyone else? Don’t worry, it’s probably the video's fault you’re still lost.
SIR EXCEL SHEET PATHAIDINU NA
It's a paid resource. Please make payment first and will send you a link to download.
Please Mail Excel Sheet to my id in comment
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hello sir, Could you please provide me with the excel sheet for staircase load calculations?
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@@civilconst Plesse give me also...
@@civilconst send me excel sheets
@@civilconst sir can you send excel sheet for load calculations
Very informative video. Could you please share the excel sheet?
mail id
@@civilconst please I need excel sheet
@@Melodypartner10 can u forward me excel sheet of staircase?
HI..can u provide me excel sheet of staircase calculation?
leave you email id.
Can you provide excel sheet for reference?
Could you please provide me the excel sheet?
It's a paid resource. Please make payment first and will send you a link to download.
Can you please share the excel sheet?
It’s a paid resource. You can make online payment and download the sheet through the link provided.
Could you please provide me with the excel sheet for staircase load calculations
We can provide but you it's no longer free.
For more details DM me on instagram
instagram.com/civil_const/
Could you please provide me the excel sheet?
It's a paid resource. Please make payment first and will send you a link to download.
Could you provide me with the excel sheet for staircase load calculations?
We can provide but you it's no longer free.
For more details DM me on instagram
instagram.com/civil_const/