AFD, SFD and BMD and sign Conventions Problem 1 - Introduction to 3 Hinged Arches - Structural

[@somshekharchougule3038]

Reaction RD will be 31KN.. .. and RA vertical is 1KN..

[@mintoshsharma]

Right

[@Rachael_mm]

Yess

[@flame333ff9]

-1

[@mezbournoureddine313]

Tank you for this video.

[@jeffinc6708]

If 20kN change to 10kN it’s become RD= 23kN and RA= 7kN. If 20kN what to do?

[@mezbournoureddine313]

Ra=-1 KN Rb=31 KN

[@meghanabharadwaj1692]

I am getting VD 31kN

[@rakeshkholwad]

is this possible that moment remain same along the span's some part

[@YATIN-ce8pq]

Mam par moment about c to 84 aaya he?

[@mahesha12121]

Same
31

[@manishamahto5522]

RD=31 kN
RA=1kN

[@flame333ff9]

Ra + Rd = 30
Ra = -1

[@jigukhetani]

Push pull ayega isme

[@mintoshsharma]

RD =31
RA=1
Thoda calculation to achha sa kr liya kro ekeda ?

[@kuldiphanda2644]

Same 31 kn