CSI SAFE - 11 Analysis , Design and detailing of Slab (Part 2/2)
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- เผยแพร่เมื่อ 4 พ.ย. 2017
- Part 2---In this video, Analysis, Design and Detailing of Slab is shown in detail with FEM and Strip Method.
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A very useful tutorial. Thank you.
broo u are doing great work Allah will bless u with success inshallah..
Thanks Brother.... Ameen
Hussain. When exporting tendon layouts how do you set-up the sheet to show the profile points?
Nice explanation.
Thanks
sir in which direction bars is needed ... i mean is bar place perpendicular to the strips that we have defined
As sallam alekum ... I have a basic question. When designing strips and using IS-456-2000 do we have to draw the middle strip and column strip both ? And in both layer A & layer B ? What is the right way to do it .and if the slab is one what about that situation ?do we have to draw design strip in both directions A & B ?
Thank you, Vai
Welcome
Assalaam u alaikum sir
Please guides me
When we run the slab design the rainbow(multiple color) is occur on the top design slab so please help me what is this showing us or which kind of information the software given to us please help me???
thank you so much. allah hafiz
You are welcome
Dear Sir,
Here we can see no of bar shown but this no of bar coverd which area.
Can u explain
Thanks
Dear you can optimize by yourself....... I have shown for whole are for demonstration purpose
Sir do we have to do manual detailing of slab while detailing by FEM.
W. Salam Yes
@@civilmdc can u explain by fem by manuvel detailing
Thanks so much for the tutorial class, you're really doing a great work.
Please my own Csi Safe 2016 didn't have the detailing tab option, please how can i get that
Thanks
First define strips .. then detailing will appear
Asslamualikum sir how to check deflection i.e. the provided thickness is right or wrong
W.Salam ... Dear Bro... you have to check the slab deflection... between two columns (or supports) against the allowable deflections given by the code... (For Slabs)
@Ajaz Sayyed... if limits are ok.... then your slab depth is ok... Here is a link for allowable deflections.... etda.libraries.psu.edu/files/final_submissions/454
Dear can you explain preferred bars details ? are we bound to provide these bars number for Practical drawings purpose and there is separate for column strip and middle strip as in real execution we have to provide same reinforcement in slab and separate negative reinforcement is provided on top plz explain this as well . Why you changing bars dia in slab display design option ?
Dear first of all it is up to you (The bars which are easily available in the market) .... Basically we provide bars for the satisfaction of applied moments, You can adjust as you like.
2nd question, yes i agree with you............ For the ease ... we provide same reinforcement in the x and y-direction.
Dear first of all it is up to you (The bars which are easily available in the market) .... Basically we provide bars for the satisfaction of applied moments, You can adjust as you like.
2nd question, yes i agree with you............ For the ease ... we provide same reinforcement in the x and y-direction.
i want to get reinforcement detail like #4@ 6''c/c main bar and #3 @ 9''c/c . Can you guide me how should i get spacing from SAFE design if my preferred bars are #3 and #4 as usually we provide in slabs ? and how to select negative steel from SAFE as usually we Provide extra bars up to l/4 where ever we have column strip ? please guide me this as well
Sir what is Bar Size 12? Is it 12mm dia.? Thanks for your answer. @5:10
Yes 12 mm
@@civilmdc Thank you sir.
How to minimize the provided over reinforcement in slab
You can minimize by providing ploptimum steel.... Means provide.. No of bars in such a way that.. Required area of steel ~ equal to provided steel
Asslamualikum sir how to know the slab is one way or two way? Another question is if I want do two way slab as one way how to do?
Software Automatically judge.....(Stress is distributed according to the relative rigidity of supports.)..... Answer to 2nd question... For making any slab forcefully to one way slab... You have to release moments in one side (by using property modifiers.
@@civilmdc thank you Sir
@@ajazsayyed8487 Welcome
Thank you very much sir. How do i know if the reinforcement assigned is much or less. How can i get the result As req = As prov
Then provide minimum reinforcement
Dear sir,
Please explain how middle and column strip width is given in ETABS as per IS456
Dear strip width are as per.... Slab design by strip Method.... Ln/4
@@civilmdc dear sir i am not getting you point. As per IS456, column strip will be 0.25l on the either side of the column. Where we are assigning these value
@@Vasanth_Structural_Engineer software draw automatically....
But you can edit by... Right click on strip.
Thank you very much. It is possible to design underground water tank in ETABS
@@Vasanth_Structural_Engineer yes...
For better design... Use SAP2000