Civil Engineering / Static indeterminacy and kinematic indeterminacy / Frames (Concepts and Basics)

[@dineshbasnet7288]

Awesome sir, Please upload it's numericals fast and also make tutorial on pin joint frame(truss)

[@rjkseries7404]

please make next video on pin joint

[@bhatpearl7320]

I have a confusion, while calculating indeterminacy for beams without AD , you didn't include axial force in calculation but in case of frames you did....I am bit confused , can u plz clear my doubt

[@DCBAonline]

Can you provide me the timestamps about which you have doubt

[@bhatpearl7320]

@@DCBAonline 10:23 for beams first video and 14:56 for rigid frames

[@DCBAonline]

I still didnt get which axial force you are talking about, which axial force did I include in frames?

[@bhatpearl7320]

@@DCBAonline I mean in beams the horizontal reactions of only one support was included (in case of neglecting AD ) ,,, DO WE have to do exact same with the frames too .......may b I am not able to convey it clearly, it's ok,I will sort it out.Thanks anyways!

[@DCBAonline]

Okay i get it, see in beams all the elements are in one line, so the horizontal reaction if found of one support will be same for other supports in the same line, however in frames thid doesn't happen and the reactiond at different supports are different.

[@chandrakanthabadiger798]

If exminar asked to find the static and kinematic indeterminacy of given structure, How can we conclude that axial deflection is neglected or not?

[@dineshbasnet7288]

Hello friend generally they include axial deformation while asked us to find DSI and Dk but you that's is half knowledge