Five story building design subjected to wind and seismic load | civil engineering | online |software
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- เผยแพร่เมื่อ 4 ต.ค. 2024
- #civil_engineering #online_course #software_training
In this Video lecture you are able to learn about Five story building design subjected to wind and seismic load
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Bro .. you are the boss...
THANK YOU VERY MUCH SIR JI
Most welcome
Very nice tutorial, thank you. I have little doubt. If I use auto generated load combination, then for which load combination should I design the rcc structure. Or is it automatically select the the highest combination? Plz reply. Also make a clear tutorial on this topic.
Sir, why are you adding member load under siesmic load definition because you are already defining self weight under seismic load definition?
Very nice video. Could u please show something on foundation design using Teng' Chart.
Thanks sir
Welcome
@@civilengineeringbyshravan9596 🥰🥰🥰
Bro, already you assigned self weight factor 1 . Then again you add beam deadweight in member load (seismic load) beam dead load is self weight😅😅. Member load is brickwork weight. So it will come around 15kn/m
Sir i had a question that why u chose earthquake load only in X+ and Y+ and why not in X+, X-, Z+, Z-
Take X+, X-, Z+, Z- for example i explained that
Sir i have some doubts while modelling you are not providing plinth beam in any building seen in many videos , so I confused is plinth beam is not provided in staadpro or what?
6:25 , for earthquake load .. when click on' genarate ' .. it shows genaration failed.. what is the solution for this.??
Also 7:08 , why you only add beam load ?? Why you didn't give columns and slab..?
th-cam.com/video/p_AAeEt9_yQ/w-d-xo.html
Follow this video
But why you only take beam?? Not columns and slab load??
Also sir you can make a video on wind load with respect to IS code.. I mean data is put with respect to IS code.
Sir, Why are u considering less height from foundation to plinth level?
Sir please one video on eccentric footing on both axis design in staad foundation
In load combination wind and earthquake load should not be combined together.
Wind load acc to me is flawed as no walls are added. If i am wrong correct me
seismic paramenter is not generating, help me to generate
See whether you are using SS5 or SS6 in SS6 version it will shows creation error failed i already made video how to solve this error please watch in staad play list
When i apply wind load after sesmic load then my software atomatic get close why?
Sir foundation design with respect to soil test report kaise kare G+4 building ke lie
We have to change the values o tv SBC of soil
some time you take slab and beam dead load in seismic but here u take only beam why
Design option pr jaane k baad code k option me hamra IS 456 nhi aa rha.....
Sir over reinforcement error shows in design.what is the solution..🙏🙏
U need to specify the higher values of the bar diameter initially to reduce that error 👍🏻
@@civilengineeringbyshravan9596 thank you so much..❤
The plate cursor tool column on the starting left got deleted how to get it again
Hi will you give me ppt please on this topic
Bhai u don't find the brick load for exterior nd interior
Sir how to the liceaned for staad foundation
Bhai mera design bahoot heavy aa raha hai.
Beam size (350×400)
Top bar 10no. 12mm dia
Bottom bar 10no. 12 mm due
so what I do to reduce no. Of bar.
my bldg is G+5
Hi sir can you tell me autocad design building export to staadpro
Bro I want to make a conversation with you,is that possible?
U can call me through callme4 application brother 👍🏻
@@civilengineeringbyshravan9596 callme4 what is that?????
It is the application which makes the conversation between users and TH-cam creators 👍🏻
I need ppt will please share ppt
What is 25 ??
Unit weight of RCC
Sir please reply...🙏🙏🙏
can u please explain slowly ur going too fast