Awesome, very useful. I want this full design last 2 years. We want more and more video on 1.steel structures -tower, industrial building 2. foundation design 3. slab design I want to know etabs. I know it little bit. You are awesome. also I complete a building design G+3 by help this video,
Assalamualikum bhai, jaan bhut hi acchha laga muje aapka video, halaki autocad mujhe pahle se hi bahut bekhubi se aata hai, isle aapka yeh video mera bhut kaam ka tha, thanks
Can you make a complete video series on design of building starting from drawing received from Architect Structure planning (column positioning beam positioning etc) Analysis Design Detailing Making autocad drawing from design details Releaseing drawings to site engineer
Only you are making tutorial video or have you designed any project which would have been executed in past.if yes then please reply I have to word with you. Thanks making such video for those who really do not know how to design building through sofware.
@@structuraldesignengineering plz detail upload where all the structural drwaing as for design in stad result also having IS cord.verry necessary bro plz do that type of vedio
after adding first two beams towards x direction later add column to z direction is not showing beam but it showing as added in geometry tool bar so how can i see beam z direction
52:01 , sir aapne note ka bar hi check kia, warning ka nahi kia.. Maine jo design kia usme warning aari hai "if this UBC/IBC analysis has tension/compression"
Thank u, sir ..you teach us a very useful as well as a short curt method, but will you please revised the design using envelop property in concrete design.
Good afternoon sir, if you give Class of stadd Pro for getting good job because you make understand very well in stadd Pro. So I request to you that... We want online class in stead pro...
Kya ham column beam dono ka deflection cheak karenge L/250 se mm me rahega L kya aise L=5 m lete hai to deflection 20 mm hoga par utana deflection staad me ata bhi hai kya
It will be uneconomical and usually not practical at site as the reinforcement bars will be too close and require too much vibrating for concrete to compact in this tight space.
Sir How to decreese,increese Beam and column size.what is the conditions? Why we check SF and BM in beam/column,and what is theSF,BM maximum value for a Beam/column.
Govt se kaise pass karway? Or which print out have to submit to govt Kya auto cad and structure anlayze kar ke apna business or service suru kar sakte hai?
in the reference point method , when foundation of one level of -3.0m is completed, if floor height of first floor is 4.2m instead 3.0m, how to create the geometry of different floor height in this reference point geometry creation. In case of translational repeat it is easy to create varying floor height. kindly tell me the reference point for varying floor height.
Please tell me, when we analyse a seismic building, do we need to add Dead loads (Member load, wall main/ partition, staircase, sunken slab, parapet load) under dead loads separately?
Residential apartments ke liye G+4 columns size is 10"X15" and span between two columns are 15 to 16 feet. Can you suggest me steels details in column?? Can I used 4 bars 16mm and 2 bars 12 mm
Sir , In this tutorial beam is fixed but you have spoken Simply supported ,why? Is it possible to provide simply supported beam in frame structure? Anyway you have cleared my many doubts . Thanks
sir rcc consultancy start karne ko kya karna padega maine b tech in civil engineering kiya hai abhi fresher hu . consultancy start karne ke liye m tech karna padega kya
Thank you very much for the video. Well explained. A lot of confusions of assigning loads particularly seismic loads become clear to me. But I just cannot find your earlier video about which you have mentioned in this video in which you had explained how to calculate joint loads in word file. Can you please give me the link? It will be a great help to me. Thanks in advance
You can simply add mass reference load case in your model and define or copy paste your gravity load under this mass reference load case. This will be used for seismic mass calculation and you can avoid the manual lumping of mass method.
Sir yaha par self weight ek bar lene par slab ka self weight kyun liya ja raha hai, live load mein already floor load liya hai Factor bhi liya hai,self weight to automatically add hua hoga.plz sir ye clear karna.
Sir Thanks for teaching this design method but staad editor is not same as in your software. We have downloaded the software from your link provided but as we open the staad editor there is no option and tool bar as looks in your staad editor. kindly let us know the reason.
you are doing fantastic job..easy to undrstand....Allaha aapko har cheez ata farmaye
Ur staad pro was so awesome and very useful for civil and structural engineers tnq so much
I am watching your video and earn knowledge about design through staad pro . you are doing a fantastic work which is easy to understand.
Awesome, very useful. I want this full design last 2 years. We want more and more video on
1.steel structures -tower, industrial building
2. foundation design
3. slab design
I want to know etabs. I know it little bit.
You are awesome.
also I complete a building design G+3 by help this video,
1, 2 & 3 videos available on my channel
Assalamualikum bhai, jaan bhut hi acchha laga muje aapka video, halaki autocad mujhe pahle se hi bahut bekhubi se aata hai, isle aapka yeh video mera bhut kaam ka tha, thanks
EASY TO UNDERSTAND FROM EXPERIENCED STRUCTURAL ENGINEER..
Sir aapne itna achha samjhaya, u tube par itni achhi videos available nahi hai, thanks sir
Most welcome🌸
Thank you sir best video on TH-cam for Staad pro Design and Analysis 👍
Bahot Accha explain Kiya hai Bhai Jaan aapne ,
Aapka bahot shukriya
Most welcome bro🌸
@@structuraldesignengineering sir,
Aapki videos q nhi aa rahi Hain?
We are waiting for your Staad pro videos.
My laptop was not working. I will upload the video soon.
Thanks for supporting🌸
@@structuraldesignengineering We will always support you sir,
Thanks for reply.
Most welcome Sir🌸
Video dekhkar acha laga or samjh me bhi aaya guru ji
Thank a lot sir,Aap bhout atcha kaam kr rahe ho,god bless u🙏
Assalamu aliekum sir you have done a great job. From this video so many doubts have been cleared.Thank you
THANK YOU SIR BHT HI ACHHA SMJHAYA
,SANDAAR ZABARDAST ,ZINDABAD
Bhai chaa gaye... Joint weight method was good. Moment release bhi bata do different different situations.
Ok bro.. Thanks
Shukriya bhai for support
Very very good
Thank u very much sir
It has been very helpful sir!
Thanks
22:16
Floor bhi soil par rest krta hai or soil bhi footing par hi rest karti hai think practically
Jise hum overburden pressure bolte hai
Bhut bhut sukriya bhai ye vedio banane ke liye thanks
sir building with irregular shapes desgn kijiye...time kitna b lage hum deknge aap ke vedios....you clear our concepts 100%....
Ok sir... Thanks for supporting.. Video comming soon👍
Very clear and nice explanation. Thank u very much.
Request for analysis & Design of G+5 project with staircase & shear wall...
Very good
Can you make a complete video series on design of building starting from
drawing received from Architect
Structure planning (column positioning beam positioning etc)
Analysis
Design
Detailing
Making autocad drawing from design details
Releaseing drawings to site engineer
Thanks for your lovely comment, I will try my best
Thank you so much sir ..
Most welcome
Only you are making tutorial video or have you designed any project which would have been executed in past.if yes then please reply I have to word with you.
Thanks making such video for those who really do not know how to design building through sofware.
Please contact me on abidnaugawani@gmail.com
Plzz Make video for slab design in excel n footing in excel seperately ...
Fantastic,
Thank you! Cheers!
AWESOME EXPLANATION
Can you please show detailing of beams Nd columns in autocad according to IS code.
Ok sir, I will upload after some time
@@structuraldesignengineering plz detail upload where all the structural drwaing as for design in stad result also having IS cord.verry necessary bro plz do that type of vedio
after adding first two beams towards x direction later add column to z direction is not showing beam but it showing as added in geometry tool bar so how can i see beam z direction
Keep going...🙂
Thanks
Nice sir 👌
Thank you dear
52:01 , sir aapne note ka bar hi check kia, warning ka nahi kia..
Maine jo design kia usme warning aari hai "if this UBC/IBC analysis has tension/compression"
Sir apne terrace pe floor load ka calculation kaise kia plz explain kaise krte
Well explained , pl give complete design analysis including foundation & slab design, ramp design, water tank design
Good morning sir
Gd mng dear
i am searching earth quack model link but not found. please help me.
Thank u, sir ..you teach us a very useful as well as a short curt method, but will you please revised the design using envelop property in concrete design.
Amazing
Sir can u please make a detailed video from architectural drawing to submition drawing.
Good afternoon sir, if you give Class of stadd Pro for getting good job because you make understand very well in stadd Pro. So I request to you that... We want online class in stead pro...
We can submit online fees... If you are ready.
Contect me on abidnaugawani@gmail.com
Very useful
Sir ek videos feet or inch ke plan par kese work karte hai is par bhi banaye
Kya ham column beam dono ka deflection cheak karenge L/250 se mm me rahega L kya aise L=5 m lete hai to deflection 20 mm hoga par utana deflection staad me ata bhi hai kya
thank you sir
1:05:20 Sir max reinforcement in beam while designing is taken as 4% of cross sectional area, can we take 4% in staad pro.?
It will be uneconomical and usually not practical at site as the reinforcement bars will be too close and require too much vibrating for concrete to compact in this tight space.
Auto cad map design video bhi daal dete for beginners
Bro, you always shows copy paste procedure, is it really helpful for us? We want to deep knowledge from you, but you dont show it deeply.
Dear , can you please make a tutorial for underground water reservoir 100m x 80m x 8m deep. Water table is 4m above the bottom/base slab.
Sir please make slab design manually using Excel and building corner eccentric footing design using staad pro results
Ok sir.. I will upload the video soon.
With english subtile becoz it will be very useful for any other state persons and iam in south that y iam asking
I'll try my best
Sir render view mein beam column mein overlap ho rahe hain isse result m koi effect to nahi hoga kuki beam column connection face2face hota hain
I got your problem. Soon I will upload videos related to this on TH-cam.
nice one.. 😇
Sir How to decreese,increese Beam and column size.what is the conditions?
Why we check SF and BM in beam/column,and what is theSF,BM maximum value for a Beam/column.
Sir yadi Seismic definition mein self- weight, dead or live load add kartey hai to fir joint weight lene ki jarurat to ni hoti hai.
Nice video
sir make a video my taking plate to slab. And guide whats incorrect in that?
Ok comming soon
Load combination to auto load combination se bhi to le skte indian code select kr ke to fir itta sara combination kyu
It is worthless to pay 13000 for StaadPro at Cad centers just subscribe the channel and see this video
Great video and content sir
Govt se kaise pass karway?
Or which print out have to submit to govt
Kya auto cad and structure anlayze kar ke apna business or service suru kar sakte hai?
in the reference point method , when foundation of one level of -3.0m is completed, if floor height of first floor is 4.2m instead 3.0m, how to create the geometry of different floor height in this reference point geometry creation. In case of translational repeat it is easy to create varying floor height. kindly tell me the reference point for varying floor height.
Please tell me, when we analyse a seismic building, do we need to add Dead loads (Member load, wall main/ partition, staircase, sunken slab, parapet load) under dead loads separately?
sir beams to fixed and continious fixed hoyengi na ?
Sir bridge pr bhi video banao please
kindly make a video on bridge design, like for culvert miner bridge
Ok sir I will try my best
Sir error aaraha hai soil type (SS) nor spectral and acceleration (SA) is specified bata raha hai. Iss error ko kaise remove kare please explain kare
Sir ek detailing pe video banao please.....beam column and slab ki.....
Assalamualaikum Bhai
Wd
Residential apartments ke liye G+4 columns size is 10"X15" and span between two columns are 15 to 16 feet.
Can you suggest me steels details in column??
Can I used 4 bars 16mm and 2 bars 12 mm
I will depend your structure load.. not floor?
Pin joint ke biger (alawa) bhi design Kiya jaskta hai kiya
Sorry, I do not understand your question
Sir step to step full design video banaiye
It is a complete video sir
Sir , In this tutorial beam is fixed but you have spoken Simply supported ,why? Is it possible to provide simply supported beam in frame structure?
Anyway you have cleared my many doubts . Thanks
Sir kya ms structure ka weight nikal sakte h matlab kisi area m kitna structure lagna h
sir rcc consultancy start karne ko kya karna padega maine b tech in civil engineering kiya hai abhi fresher hu . consultancy start karne ke liye m tech karna padega kya
Dear sir , is btech is enough for to become a structural engineer or M tech is mandatory in future. please reply
Sir excel m slab design or foundation design ki video tutorial bnaye please 🙏🙏🙏🙏
Ok
sir please batao reduction in 70percent in inertia of column kaise karna hai
U will upload etabs tutorial with step by step procedure for multiple storey building r any other complicated structure
Ok, I'll try my best
Hamlog slab ka design or foundation design kaise karenge xcl me BM shear force ka value lekar please ek searies banaye
Please do in etab also
Ok sir, but You have to wait.
@@structuraldesignengineering no issues bro.. thank you.. u r helping lot of ppl here.. u have good content.
Thanks sir
Sir stadd pro karne ke liye pehle auto cadd karna jaruri hota hai
Joint load ke liye editor me kya kya off karna padta hai
Earthquake commands and design combinations
Beams in this structure are simply supported or fixed???
Please reply also
Thank you very much for the video. Well explained. A lot of confusions of assigning loads particularly seismic loads become clear to me. But I just cannot find your earlier video about which you have mentioned in this video in which you had explained how to calculate joint loads in word file. Can you please give me the link? It will be a great help to me. Thanks in advance
You can simply add mass reference load case in your model and define or copy paste your gravity load under this mass reference load case. This will be used for seismic mass calculation and you can avoid the manual lumping of mass method.
Thanks for supporting
Load combination staad editor me paste krne k baaad..paste to ho gye but na comment ho rhe h na hi uncomment ...kese honge??
Sir yaha par self weight ek bar lene par slab ka self weight kyun liya ja raha hai, live load mein already floor load liya hai Factor bhi liya hai,self weight to automatically add hua hoga.plz sir ye clear karna.
Slab model nahi kiya.. is liye slab ka load self weight me add nahi hua.. slab ko model nahi krte hai.. slab ka load calculate krke assign krate hai
@@structuraldesignengineering sir slab model (plate) dene par fir self automatic add hoga na. Dead load calculate nahi karenge es case me.
Sir Thanks for teaching this design method but staad editor is not same as in your software. We have downloaded the software from your link provided but as we open the staad editor there is no option and tool bar as looks in your staad editor. kindly let us know the reason.
Please download staad Pro series 5 from getintopc
Why beams are analyed as simply supported?
Not simply supported.. they are.. fixed beams
sir beam ka offset lena parega kya?
Yes
REQUESTING u TO prepare of this type for STAD CONNECT ?
Ok sir, Great Idea
Sirr humm job me steel output kaise daleng?
Sir building g+4 hain to wind liad ku nahi liya kuki 10m+ height k liye wind load lagate hain n
Because the RCC structure will have a higher earthquake load than the wind load.
Can u please send the print out of planning..
Please show, how to do the dyanmic analysis of the structure
Please reply
Video comming soon..
Structure wizard use karke bay frame karke jaldi ho jata sir
Sir can I change factor(-1)
Is there any other method for earthquake load?
Sir, how to get Joint Weight value?
Can i Ask sir? What kind of apps is this? Im a graduating civil engineering. Thanks, I hope you will help me.
Staad pro for design of rcc and steel structures
please provide content in english also..