I've done internship in etabs , i must say he's good at clearing doubt and also at explaining new concepts . If anyone looking for an internship or training then this is very right place 👍
Wind coefficient will be positive always as it'll be acting in +x or +y direction, leeward coefficient will be negative always as it'll be acting in -x or -y direction.
♦ Learn Etabs from basic to advance just at 𝟓𝟎𝟎 🅸🅽🆁 ♦ Top notch industry relevant curriculum ♦ True project based learning ♦ Get course completion certificate ♦ 51 lectures and 10 hr total duration ♦ Get study material,Indian codes and software installation assistance for free. Course Link : www.aspirecivilstudio.com/s/store/courses/description/G12-RC-builing-design-in-CSI-ETABS whatsapp: wa.me/919168042058
How to model CFDST (concrete filled double skinned tube) and analyse it in ETABS I have modelled but it isn't recognised as a composite column in ETABS and hence can't be analysed as composite column. What to do?
can I answer me, we just consider wind speed 80 mi per hour and100 mi per hour of the same building are the same result in stability checking. I consider comparing those two wind speeds on the same building, but the stability checking is the same. IF it is possible. Or maybe I am wrong? Everyone can answer me. Thanks
I've done internship in etabs , i must say he's good at clearing doubt and also at explaining new concepts . If anyone looking for an internship or training then this is very right place 👍
Thank you so much girish
Great place to learn structures 👍
Nice training . I am going on with the internship programm . Nice explanation is given by sir
thnx mohan
Very informative, keep it up 👍🏻
Keep Going Buddy 💜
Thanks ✌
Explained in excellent way, one doubt why the leeward coefficient minus shown in code is considered as positive in E tabs in your above video.
Very Informative... Thanks....
Very nicely explain
Should we also add internal pressure coefficient?
Sir... wheather the windward and leward coefficients are always positive or it may changes based on the sign given in the code book...?
Wind coefficient will be positive always as it'll be acting in +x or +y direction, leeward coefficient will be negative always as it'll be acting in -x or -y direction.
What will be the value of w. Width in x-direction or width in y direction of building?
♦ Learn Etabs from basic to advance just at 𝟓𝟎𝟎 🅸🅽🆁
♦ Top notch industry relevant curriculum
♦ True project based learning
♦ Get course completion certificate
♦ 51 lectures and 10 hr total duration
♦ Get study material,Indian codes and software installation assistance for free.
Course Link : www.aspirecivilstudio.com/s/store/courses/description/G12-RC-builing-design-in-CSI-ETABS
whatsapp: wa.me/919168042058
Pls mk a video on gust factor in etabs as per IS 875 part 3 2015 with excel sheet
How to model CFDST (concrete filled double skinned tube) and analyse it in ETABS
I have modelled but it isn't recognised as a composite column in ETABS and hence can't be analysed as composite column. What to do?
Kindly share Etabs model and your contact details on aspirecsinfo@gmail.com and let's discuss about this issue
can I answer me, we just consider wind speed 80 mi per hour and100 mi per hour of the same building are the same result in stability checking. I consider comparing those two wind speeds on the same building, but the stability checking is the same. IF it is possible. Or maybe I am wrong? Everyone can answer me. Thanks
May i know what do you mean by stability checking,is it checking wind forces or what