A continuous beam ABCD is shown in figure. The magnitude of rotation at joint 'B' for the given system of loading in radians is ____ (TakeEI=3000kN−m2)
∵ It is a case of symmetric beam with symmetric loading, we will consider half of the structure only.
Thus,
KBA=8EI3 & KBC=2EI3
DFBA=0.8 & DFBC=0.2
MBA=8EI3[2θB]+12=18.4
⇒θB=4×10−4 radians