Sir, why are you adding member load under siesmic load definition because you are already defining self weight under seismic load definition?
@civil_boy_-ym1wz8 ай бұрын
THANK YOU VERY MUCH SIR JI
@civilengineeringbyshravan95968 ай бұрын
Most welcome
@KingHonestJourney4 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.
@barshanghosh19954 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..?
@civilengineeringbyshravan95964 жыл бұрын
kzbin.info/www/bejne/ppCkcph7qZ6Sr7M Follow this video
@barshanghosh19954 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.
@hafizadnan5923 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-
@civilengineeringbyshravan95963 жыл бұрын
Take X+, X-, Z+, Z- for example i explained that
@MrDeeponroy4 жыл бұрын
Very nice video. Could u please show something on foundation design using Teng' Chart.
@dhruvgulati16673 жыл бұрын
Wind load acc to me is flawed as no walls are added. If i am wrong correct me
@mdirshadalam58253 жыл бұрын
some time you take slab and beam dead load in seismic but here u take only beam why
@kingkhanmr.a59354 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?
@jayganesh71676 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
@gkspacing99283 жыл бұрын
Thanks sir
@civilengineeringbyshravan95963 жыл бұрын
Welcome
@gkspacing99283 жыл бұрын
@@civilengineeringbyshravan9596 🥰🥰🥰
@aravindbalakrishnan94594 жыл бұрын
Sir, Why are u considering less height from foundation to plinth level?
@sumoracer0074 жыл бұрын
Sir foundation design with respect to soil test report kaise kare G+4 building ke lie
@civilengineeringbyshravan95964 жыл бұрын
We have to change the values o tv SBC of soil
@m.a.k21334 жыл бұрын
Sir please one video on eccentric footing on both axis design in staad foundation
@dksingh28714 жыл бұрын
In load combination wind and earthquake load should not be combined together.
@civilstudy17672 жыл бұрын
When i apply wind load after sesmic load then my software atomatic get close why?
@mirzashoaib71874 жыл бұрын
Sir over reinforcement error shows in design.what is the solution..🙏🙏
@civilengineeringbyshravan95964 жыл бұрын
U need to specify the higher values of the bar diameter initially to reduce that error 👍🏻
@mirzashoaib71874 жыл бұрын
@@civilengineeringbyshravan9596 thank you so much..❤
@sonamtobgye6020 Жыл бұрын
seismic paramenter is not generating, help me to generate
@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
@Yg68773 жыл бұрын
The plate cursor tool column on the starting left got deleted how to get it again
@ramya88252 жыл бұрын
Hi will you give me ppt please on this topic
@manojkale2611 Жыл бұрын
Sir how to the liceaned for staad foundation
@naved98983 жыл бұрын
Design option pr jaane k baad code k option me hamra IS 456 nhi aa rha.....
@saleempasha69654 жыл бұрын
Bhai u don't find the brick load for exterior nd interior
@faizahmad61974 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
@NlovesB27064 жыл бұрын
Hi sir can you tell me autocad design building export to staadpro
@Mrityunjoy54 жыл бұрын
Bro I want to make a conversation with you,is that possible?
@civilengineeringbyshravan95964 жыл бұрын
U can call me through callme4 application brother 👍🏻
@Mrityunjoy54 жыл бұрын
@@civilengineeringbyshravan9596 callme4 what is that?????
@civilengineeringbyshravan95964 жыл бұрын
It is the application which makes the conversation between users and KZbin creators 👍🏻