Building Design (G+2) with different Beam, Column and Slab sizes by STAAD Pro Software

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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[@shivamsinha7834]

Best tutorial video on KZbin

[@civilengineeringbyshravan9596]

Thanks 😊

[@shobhamavi1850]

Thank you very much sir

[@civilengineeringbyshravan9596]

All the best

[@civil_boy_-ym1wz]

THANK YOU VERY MUCH SIR JI ....

[@civilengineeringbyshravan9596]

Most welcome

[@mohammadatharkhan1297]

Thanks sir I appreciate your work that you are doing for Beginners

[@civilengineeringbyshravan9596]

Thank you 😊

[@mohammadatharkhan1297]

@@civilengineeringbyshravan9596 Sir plz make a video on how to use the Design Data and make Structure Design in Auto Cad

[@venkateshr.j7891]

ITS A GREAT HELP,, THANK YOU SO MUCH

[@yusufsheriffa5098]

Amazing

[@AkashKumar-ud1qx]

How the structure is deflecting in 9:28 what r u clicking to get that

[@manjunathmathapatti]

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?

[@pompydas4440]

Sir please teach us how to give seismic and earthquake loads and plate loads

[@lalitbalhar6973]

Nice video #Lalit

[@civilengineeringbyshravan9596]

Thank you 👍🏻

[@staadpro1789]

inclined support ela ivvaalo, oka video cheyyandi mitramaa

[@civilengineeringbyshravan9596]

Ok 👍🏻

[@nicolasmarie4398]

Thanks. How do we add a canopy of 600 mm. to the slab all round?

[@meesamabbas3050]

how you decide it in beginning column beam size and slab thickness?

[@civilengineeringbyshravan9596]

it will depends upon the loading conditions and grade of concrete

[@amjadgunjial1]

Who is the best and easiest software for designing ??

[@civilengineeringbyshravan9596]

As per my knowledge best and easy is STAAD pro and ETABS

[@dexter71196]

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?

[@SunilKumar-sj5rd]

Yes I also got the same problem what to do

[@prakashsathyapriya]

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.

[@muhammedlamyp.j9860]

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

[@sunnygoyal5935]

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

[@Hariharan-zx3xz]

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

[@civilengineeringbyshravan9596]

Control key and roll in mouse 👍🏻

[@Hariharan-zx3xz]

@@civilengineeringbyshravan9596 thanks bro

[@nicolasmarie4398]

Hi. Please explain what do you mean by range 3m to 9m during the floor load?

[@civilengineeringbyshravan9596]

Range is 1st slab to last slab distance

[@nicolasmarie4398]

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.

[@IncredibleVK]

Sir, how to design a restrained two way slab in staad pro... I need Ur help sir... Please help me... I'm Ur subscriber...

[@civilengineeringbyshravan9596]

Ok I will definitely update as soon as possible

[@MohitKumar-sr2zq]

Nice Video 👍 can you make on video how to make drawings for this model or any other model

[@civilengineeringbyshravan9596]

STAAD out put itself contain drawing for beam, column and slab details

[@MohitKumar-sr2zq]

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

[@civilengineeringbyshravan9596]

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

[@puneetgosain3922]

@@civilengineeringbyshravan9596 sir what does you mean by assuming factor of safety

[@civilengineeringbyshravan9596]

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 👍🏻

[@RIZWANAHMAD-iq8yr]

Bhai manual design karne ke liye ham koun sa BM or shaer force lenge

[@civilengineeringbyshravan9596]

Please text me in English Bhai am not good in Hindi sorry for that 😟

[@civilexammaster]

Sir which laptop specifications is best for structure design software

[@civilengineeringbyshravan9596]

Better to by i5 processor and with 7th generation

[@nicolasmarie4398]

Also how when do we add the design load 1.4 DL + 1.6 LL as per BS Code?

[@civilengineeringbyshravan9596]

You can add this load combination by using create load combinations option

[@nicolasmarie4398]

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.

[@Ayushkumar-rk8sp]

@@nicolasmarie4398 i think factored load must be Applied it's self by staad pro

[@muhammedlamyp.j9860]

Should we add factor of safety....

[@Ayushkumar-rk8sp]

How can we design and analyze the structure by use AutoCAD plan???

[@raba_music]

9:27 to 9:30 shortcut key to change the deflection scale?????

[@Adhil_parammel]

For practical use how can I use output result

[@civilengineeringbyshravan9596]

From this results just we need to take Ast required for building and we need to check the stability for the respective Ast

[@Adhil_parammel]

@@civilengineeringbyshravan9596 how to check stabilty?

[@Adhil_parammel]

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

[@prakashsathyapriya]

How to add wall load? You didn't consider

[@bharathkumarreddyborra1668]

sir why you are not including the depth of foundation in the column

[@shaikhjuned8332]

After clicking on run STADD foundation showing could not open stadd foundation what is the solution??

[@civilengineeringbyshravan9596]

Please check load cases once again

[@civilengineeringbyshravan9596]

Include all load cases

[@shaikhjuned8332]

@@civilengineeringbyshravan9596 after include all load same problem

[@shaikhjuned8332]

@@civilengineeringbyshravan9596 only problem in foundation in any design

[@civilengineeringbyshravan9596]

Send me screenshot to my mail

[@sidharthmallick5070]

Sir how to calculate the beam size, column size and slab thickness ???? Please explain

[@ballsofsteel5326]

Learn Civil Engineering.

[@fairozahmed9702]

Sir 5 flore storeg building collam fundaition drawing expain

[@civilengineeringbyshravan9596]

Ya plz check the details in STAAD foundation

[@prahaladbhuyan3006]

How sir u took length and width as 18meter

[@civilengineeringbyshravan9596]

It is an assumption

[@pintu242142]

why not factored load 1.5X.

[@civilengineeringbyshravan9596]

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

[@erickcabaltera2963]

Okay

[@fairozahmed9702]

Sir ground floor parking and dofulx 1&2flore send me

[@civilengineeringbyshravan9596]

In this design plan is consisting of 12mX7.5m small area so we are not considering the ground floor as parking

[@cocoalden]

Why can't you refrain from using the word "okay". It becomes monotonous and annoying.

[@civilengineeringbyshravan9596]

Definitely I will try from next video thank for your valuable comments 👍🏻

[@k.j.saibabab3803]

you have given fy = 550000 , do we have that

[@rajahyousuf7686]

Where are stairs and stair loads?

[@civilengineeringbyshravan9596]

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

[@rajahyousuf7686]

@@civilengineeringbyshravan9596 Please make a model with stairs and with roof load on roof beams . . . Thnx

[@civilengineeringbyshravan9596]

Definitely I will update to you as soon as possible

[@mohamedsafiq354]

Bro...do you know tamil???

[@civilengineeringbyshravan9596]

No bro

[@tauqueersiddiquee158]

G+2 BUILDING FILE IS AUTOCAD FILE SAG?

[@civilengineeringbyshravan9596]

Hi I can’t understand your comment

[@mohammadmanzoor7727]

hello everyone guys is there anyone who can send me some sample models of residential buildings (staad pro file format) .std

[@boldjawad]

Ok.... Ok..... Ok.... Ok... Ok.... Ok

[@misterkrab5650]

can u slow down your speaking bro?

[@saxenakhanna]

Plz speak slowly

[@civilengineeringbyshravan9596]

Ok done ✅

[@fairozahmed9702]

Sir 5 flore storeg building collam fundaition drawing expain