Building Design (G+2) with different Beam, Column and Slab sizes by STAAD Pro Software
ฝัง
- เผยแพร่เมื่อ 19 มี.ค. 2019
- In this Video lecture you are able to learn about Building Design (G+2) with Various Beam, Column and Slab sizes by using STAAD Pro V8i Software.
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ITS A GREAT HELP,, THANK YOU SO MUCH
THANK YOU VERY MUCH SIR JI ....
Most welcome
Thank you very much sir
All the best
Thanks. How do we add a canopy of 600 mm. to the slab all round?
Best tutorial video on TH-cam
Thanks 😊
Amazing
U did not add any load of the walls which will be acting on the beams, is it not necessary to add weight of walls?
Can staadpro give orientation of columns as per design?
Thanks sir I appreciate your work that you are doing for Beginners
Thank you 😊
@@civilengineeringbyshravan9596 Sir plz make a video on how to use the Design Data and make Structure Design in Auto Cad
After post processing I have double clicked the beam to see the concrete design and no of bars but it didn't showed to me. What happened? What's the problem?
Yes I also got the same problem what to do
Bro after the 1st analysis i cant see the deflection of the structure so what key i need to use to see the deflection in beams and columns
Control key and roll in mouse 👍🏻
@@civilengineeringbyshravan9596 thanks bro
imagine in a row a column of 25x25 and 40x40.... Then how to connect them with beam ..the face of column lies in same line... ie the centre line isn't horizontal.. How to model
Brother, i have to make a file as a project-file , i study in college. So tell me about how to print output result of steel bars , their diameter used in all beams , in all columns and in slabs
How the structure is deflecting in 9:28 what r u clicking to get that
how you decide it in beginning column beam size and slab thickness?
it will depends upon the loading conditions and grade of concrete
Sir which laptop specifications is best for structure design software
Better to by i5 processor and with 7th generation
Hi. Please explain what do you mean by range 3m to 9m during the floor load?
Range is 1st slab to last slab distance
I understand you mean that it is the first floor slab at level 3.0m, second floor slab at level 6.0m and the roof slab at 9.0m so that those loads are not applied on the slab-on-grade. Thanks.
Sir please teach us how to give seismic and earthquake loads and plate loads
How can we design and analyze the structure by use AutoCAD plan???
Also how when do we add the design load 1.4 DL + 1.6 LL as per BS Code?
You can add this load combination by using create load combinations option
I understand that we need to do this as part of the input and that the application will not do it for us. Loads done previous to the load combinations are characteristic loads. Loads x by the factors say DL x 1.4 and LL x 1.6 are designed loads.
@@nicolasmarie4398 i think factored load must be Applied it's self by staad pro
Should we add factor of safety....
Sir, how to design a restrained two way slab in staad pro... I need Ur help sir... Please help me... I'm Ur subscriber...
Ok I will definitely update as soon as possible
Why do u change slab thickness in each and every floor. May be in roof be reduced as there will be reduction in live load.
sir why you are not including the depth of foundation in the column
Nice video #Lalit
Thank you 👍🏻
Sir 5 flore storeg building collam fundaition drawing expain
Sir how to calculate the beam size, column size and slab thickness ???? Please explain
Learn Civil Engineering.
inclined support ela ivvaalo, oka video cheyyandi mitramaa
Ok 👍🏻
Bhai manual design karne ke liye ham koun sa BM or shaer force lenge
Please text me in English Bhai am not good in Hindi sorry for that 😟
Nice Video 👍 can you make on video how to make drawings for this model or any other model
STAAD out put itself contain drawing for beam, column and slab details
Yes i know that but actually thats too complicated for some peoples as for example Slab details its to complicated so some engineers make drawings as a sheet that is not possible in staad pro
Yes it’s complicated but from output file we need to pick Ast Required for the respective members and we need to do the paper work by assuming suitable safety factor based on the Ast
@@civilengineeringbyshravan9596 sir what does you mean by assuming factor of safety
Example for column design I got Reinforcement details as 8 bars of 12mm dia. But in construction we need to use corner bars of 4nos and 16mm dia and center bars of 4nos and 12mm dia here we are increasing the Reinforcement size for the respective column and one more thing Reinforcement percentage is not greater than 6% and not less than 0.8% as per IS 456:2000 cl 26.5.3.1 👍🏻
How sir u took length and width as 18meter
It is an assumption
Sir ground floor parking and dofulx 1&2flore send me
In this design plan is consisting of 12mX7.5m small area so we are not considering the ground floor as parking
After clicking on run STADD foundation showing could not open stadd foundation what is the solution??
Please check load cases once again
Include all load cases
@@civilengineeringbyshravan9596 after include all load same problem
@@civilengineeringbyshravan9596 only problem in foundation in any design
Send me screenshot to my mail
For practical use how can I use output result
From this results just we need to take Ast required for building and we need to check the stability for the respective Ast
@@civilengineeringbyshravan9596 how to check stabilty?
docs.google.com/spreadsheets/d/1YSktj-gk1cxzQ_6VcL_YrvPq1TnJA09IYgS-lsz197k/edit?usp=drivesdk does it contain checks of stability? If yes pls tell me,otherwise if you have any material please kindly share
How to add wall load? You didn't consider
9:27 to 9:30 shortcut key to change the deflection scale?????
Who is the best and easiest software for designing ??
As per my knowledge best and easy is STAAD pro and ETABS
you have given fy = 550000 , do we have that
hello everyone
guys is there anyone who can send me some sample models of residential buildings
(staad pro file format) .std
G+2 BUILDING FILE IS AUTOCAD FILE SAG?
Hi I can’t understand your comment
Okay
why not factored load 1.5X.
Yes we need to consider factor load with 1.5 for the safety of the structure but in this tutorial I was not considered factor load
Where are stairs and stair loads?
Hi firstly thanks for your valuable question for this model I was considered frame analysis so that’s Y I was not considered stairs load
@@civilengineeringbyshravan9596 Please make a model with stairs and with roof load on roof beams . . . Thnx
Definitely I will update to you as soon as possible
Bro...do you know tamil???
No bro
Ok.... Ok..... Ok.... Ok... Ok.... Ok
Why can't you refrain from using the word "okay". It becomes monotonous and annoying.
Definitely I will try from next video thank for your valuable comments 👍🏻
Plz speak slowly
Ok done ✅
can u slow down your speaking bro?
Sir 5 flore storeg building collam fundaition drawing expain
Ya plz check the details in STAAD foundation