Calculation of Stiffness in Structural elements
1)
Ans:-
Given DOF is 3

therfore, the laterial stiffness of the frame is given by K
k=96*EIc/(7h^3)
2)
Ans:-
a) DOF = 1
Equation of motion is mü+ku=0
natural frequency fn = √3EI/(2π√mh^3)
b) DOF = 1
Equation of motion is mü +ku=0
Natural frequency fn =√27EI/(2π√mh^3)
3)
Ans:-
K=Kc+Kb
.'. K=3EI(1/Lc^3+16/Lb^3)
Wn=√(k/m)
time period Tn = 2π/Wn
Tn = 2π√m/√3EI(1/Lc^3+16/Lb^3)
4)
Ans:-
Effective stiffness of the given images are
a) K= 3EI/H^3.
b) K= 3EI/H^3 + 3EI/H^3 = 6EI/H^3
c) K= 12EI/H^3 + 12EI/H^3 = 24EI/H^3