Is it necessary for 1st two mode in modal mass participating ratio be in alternate either x or y? Or is it okay if both are in same direction? Width of building is 20ft and length is 68 ft🤔 12*12 column gives 1st two mode in longer span Hope for your help
on modelling residental building of three and half floor on etabs, it became eccentric by 10% in one side from calculating center of mass and center of rigidity. what should i do, just design it as it is or if modify what would be??
YOU RE just awesome bro. I loved every tutorial videos of yours. Its crystal clear
Thanks bro.
Glad you liked it. Cheers
Thank you very much. This video deserves much love and appreciation.
You're very welcome!
dami cha parash bhai ..very informative.. need more videos..
Thank you dai.
glad to hear from you.
ETABS playlist: th-cam.com/video/vCFp5QB5cR4/w-d-xo.html
Danger paruu .... love ur channel plzz add more than this
Pleasure is mine and thanks for your input as well
Is it necessary for 1st two mode in modal mass participating ratio be in alternate either x or y?
Or is it okay if both are in same direction?
Width of building is 20ft and length is 68 ft🤔
12*12 column gives 1st two mode in longer span
Hope for your help
The translation must be in two different directions for the first two modes followed by rotation in the third mode.
I afraid if this dimension breaks any rules of nbc
Although it's been designed with 14"*14* and all parameters satisfied
@@prashannadhakal The title clearly says AS PER IS CODE
on modelling residental building of three and half floor on etabs, it became eccentric by 10% in one side from calculating center of mass and center of rigidity. what should i do, just design it as it is or if modify what would be??
Check stiffness of the building.
Is there any cross checking method after analysis and design results..
You can manually calculate Base shear and check with Etabs value.
@@civilconst will u do that type of video?
Yah I am going to make a full video in next prt. You can also check by comparing Dead and live load combination with earthquake load
Design of steel and timber ko wwekly euta euta lecture haalnu paryo
Will try.
Hello sir can you make video on full design & analysis to structural drawings generation of residential building please it will be helpful
Ok i will make it soon
Sir do make video on how to calculate rebars ...Thank you
Ok. I will
pls make full videos regarding design of rcc members from analysis result of etabs
i will be uploading this saturday
pls make full videos on any live project
Hey there. I am uploading it in a series of video
Please make videos on how to detail beam column and footing in detail means how to place bars from where to where. ( कहासे कहातक.)
I will upload it soon. Currently SAP analysis videos are on queue. Once I upload it completely i will upload detailing videos
SAP2000 ma slab ma opening kasari banauna sakincha?
Manually mesh garera hataunu parcha
@@civilconst cantilever slab ma auto meshing garna milxa ki mildaina?
Long Time sir! ;-)
Very long time sir.
How are you ?
Civil Construction And Tutor Fit & Fine 😍😍
excel cannot be downloaded
nice
Nepali bold type season
Nice bro... Can we be friend in facebook.. I am also making video on civil engineering subjects.. Am from nepal too
Thanks.
And Sure why not. You can add me in fb Parash Joshi