-ka₁ +2k(a₂-a)+1=0 -2k(a₂-a) +k(a₂-a₂)=0 which are solved simultaneously, yielding k(a-a₂)=0 The second column of the fl
Posted: Sun Jul 10, 2022 11:26 am
-ka₁ +2k(a₂-a)+1=0 -2k(a₂-a) +k(a₂-a₂)=0 which are solved simultaneously, yielding k(a-a₂)=0 The second column of the flexibility matrix is obtained by applying a unit load to the middle block and applying the equations of equilibrium to the free body diagrams of Fig. 5-15b leading to 3 3 2k 2k aym The third column of the flexibility matrix is obtained by applying a unit load to the block whose displacement is described by x, and applying the equations of equilibrium to the free body diagrams of Fig. 5-15c, leading to