Five story building design subjected to wind and seismic load | civil engineering | online |software

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Civil Engineering by Shravan

Civil Engineering by Shravan

Күн бұрын

Пікірлер: 45
@Kuch_ansuljhe_shabd
@Kuch_ansuljhe_shabd 4 жыл бұрын
Bro .. you are the boss...
@anythingandeverything8761
@anythingandeverything8761 Жыл бұрын
Sir, why are you adding member load under siesmic load definition because you are already defining self weight under seismic load definition?
@civil_boy_-ym1wz
@civil_boy_-ym1wz 8 ай бұрын
THANK YOU VERY MUCH SIR JI
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 8 ай бұрын
Most welcome
@KingHonestJourney
@KingHonestJourney 4 жыл бұрын
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.
@barshanghosh1995
@barshanghosh1995 4 жыл бұрын
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..?
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 4 жыл бұрын
kzbin.info/www/bejne/ppCkcph7qZ6Sr7M Follow this video
@barshanghosh1995
@barshanghosh1995 4 жыл бұрын
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.
@hafizadnan592
@hafizadnan592 3 жыл бұрын
Sir i had a question that why u chose earthquake load only in X+ and Y+ and why not in X+, X-, Z+, Z-
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 3 жыл бұрын
Take X+, X-, Z+, Z- for example i explained that
@MrDeeponroy
@MrDeeponroy 4 жыл бұрын
Very nice video. Could u please show something on foundation design using Teng' Chart.
@dhruvgulati1667
@dhruvgulati1667 3 жыл бұрын
Wind load acc to me is flawed as no walls are added. If i am wrong correct me
@mdirshadalam5825
@mdirshadalam5825 3 жыл бұрын
some time you take slab and beam dead load in seismic but here u take only beam why
@kingkhanmr.a5935
@kingkhanmr.a5935 4 жыл бұрын
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?
@jayganesh7167
@jayganesh7167 6 ай бұрын
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
@gkspacing9928
@gkspacing9928 3 жыл бұрын
Thanks sir
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 3 жыл бұрын
Welcome
@gkspacing9928
@gkspacing9928 3 жыл бұрын
@@civilengineeringbyshravan9596 🥰🥰🥰
@aravindbalakrishnan9459
@aravindbalakrishnan9459 4 жыл бұрын
Sir, Why are u considering less height from foundation to plinth level?
@sumoracer007
@sumoracer007 4 жыл бұрын
Sir foundation design with respect to soil test report kaise kare G+4 building ke lie
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 4 жыл бұрын
We have to change the values o tv SBC of soil
@m.a.k2133
@m.a.k2133 4 жыл бұрын
Sir please one video on eccentric footing on both axis design in staad foundation
@dksingh2871
@dksingh2871 4 жыл бұрын
In load combination wind and earthquake load should not be combined together.
@civilstudy1767
@civilstudy1767 2 жыл бұрын
When i apply wind load after sesmic load then my software atomatic get close why?
@mirzashoaib7187
@mirzashoaib7187 4 жыл бұрын
Sir over reinforcement error shows in design.what is the solution..🙏🙏
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 4 жыл бұрын
U need to specify the higher values of the bar diameter initially to reduce that error 👍🏻
@mirzashoaib7187
@mirzashoaib7187 4 жыл бұрын
@@civilengineeringbyshravan9596 thank you so much..❤
@sonamtobgye6020
@sonamtobgye6020 Жыл бұрын
seismic paramenter is not generating, help me to generate
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 Жыл бұрын
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
@Yg6877
@Yg6877 3 жыл бұрын
The plate cursor tool column on the starting left got deleted how to get it again
@ramya8825
@ramya8825 2 жыл бұрын
Hi will you give me ppt please on this topic
@manojkale2611
@manojkale2611 Жыл бұрын
Sir how to the liceaned for staad foundation
@naved9898
@naved9898 3 жыл бұрын
Design option pr jaane k baad code k option me hamra IS 456 nhi aa rha.....
@saleempasha6965
@saleempasha6965 4 жыл бұрын
Bhai u don't find the brick load for exterior nd interior
@faizahmad6197
@faizahmad6197 4 жыл бұрын
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
@NlovesB2706
@NlovesB2706 4 жыл бұрын
Hi sir can you tell me autocad design building export to staadpro
@Mrityunjoy5
@Mrityunjoy5 4 жыл бұрын
Bro I want to make a conversation with you,is that possible?
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 4 жыл бұрын
U can call me through callme4 application brother 👍🏻
@Mrityunjoy5
@Mrityunjoy5 4 жыл бұрын
@@civilengineeringbyshravan9596 callme4 what is that?????
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 4 жыл бұрын
It is the application which makes the conversation between users and KZbin creators 👍🏻
@ramya8825
@ramya8825 2 жыл бұрын
I need ppt will please share ppt
@dheerajkhanal7251
@dheerajkhanal7251 4 жыл бұрын
What is 25 ??
@civilengineeringbyshravan9596
@civilengineeringbyshravan9596 4 жыл бұрын
Unit weight of RCC
@mirzashoaib7187
@mirzashoaib7187 4 жыл бұрын
Sir please reply...🙏🙏🙏
@raveenaalbatross5133
@raveenaalbatross5133 4 жыл бұрын
can u please explain slowly ur going too fast
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