1)
Stiffness matrix for element 1 same as element 2
[ k ] 1 o r 2 = ∣ 1000 − 1000 − 1000 1000 ∣ N / m m [k]^{1or2}=\begin{vmatrix}
   1000 & -1000 \\
   -1000 & 1000
\end{vmatrix}N/mm [ k ] 1 or 2 = ∣ ∣  1000 − 1000  − 1000 1000  ∣ ∣  N / mm 
Stiffness matrix for element 3
[ k ] 3 = ∣ 500 − 500 − 500 500 ∣ N / m m [k]^3=\begin{vmatrix}
   500 & -500 \\
   -500 & 500
\end{vmatrix}N/mm [ k ] 3 = ∣ ∣  500 − 500  − 500 500  ∣ ∣  N / mm 
Stiffness matrix for element 4
[ k ] 1 = ∣ 200 − 200 − 200 200 ∣ N / m m [k]^1=\begin{vmatrix}
   200 & -200 \\
   -200 & 200
\end{vmatrix}N/mm [ k ] 1 = ∣ ∣  200 − 200  − 200 200  ∣ ∣  N / mm 
Global stiffness matrix
[ k ] = ∣ 1000 − 1000 0 0 0 − 1000 2000 − 1000 0 0 0 − 1000 1500 500 0 0 0 − 500 700 − 200 0 0 0 − 200 200 ∣ N / m m [k]=\begin{vmatrix}
   1000 & -1000 & 0 & 0 & 0\\
   -1000 & 2000 & -1000 & 0 & 0\\
  0 & -1000 & 1500 & 500 & 0\\
  0 & 0 & -500 & 700 & -200\\
0 & 0 & 0 & -200 & 200
\end{vmatrix}N/mm [ k ] = ∣ ∣  1000 − 1000 0 0 0  − 1000 2000 − 1000 0 0  0 − 1000 1500 − 500 0  0 0 500 700 − 200  0 0 0 − 200 200  ∣ ∣  N / mm 
Let u 1 , u 2 , u 3 , u 4 , u 5 u_1,u_2,u_3,u_4,u_5 u 1  , u 2  , u 3  , u 4  , u 5  
∣ 1000 − 1000 0 0 0 − 1000 2000 − 1000 0 0 0 − 1000 1500 500 0 0 0 − 500 700 − 200 0 0 0 − 200 200 ∣ ∣ u 1 u 2 u 3 u 4 u 5 ∣ \begin{vmatrix}
   1000 & -1000 & 0 & 0 & 0\\
   -1000 & 2000 & -1000 & 0 & 0\\
  0 & -1000 & 1500 & 500 & 0\\
  0 & 0 & -500 & 700 & -200\\
0 & 0 & 0 & -200 & 200
\end{vmatrix}\begin{vmatrix}
   u_1 \\
   u_2 \\
u_3 \\
u_4 \\
u_5 \\
\end{vmatrix} ∣ ∣  1000 − 1000 0 0 0  − 1000 2000 − 1000 0 0  0 − 1000 1500 − 500 0  0 0 500 700 − 200  0 0 0 − 200 200  ∣ ∣  ∣ ∣  u 1  u 2  u 3  u 4  u 5   ∣ ∣  
= ∣ R 1 500 0 300 0 ∣ =\begin{vmatrix}
   R_1 \\
   500 \\
0 \\
300 \\
0
\end{vmatrix} = ∣ ∣  R 1  500 0 300 0  ∣ ∣  
2)
∣ − 1000 2000 − 1000 0 − 1000 1500 0 0 − 500 ∣ ∣ u 2 u 3 u 4 ∣ = ∣ 500 0 300 ∣ \begin{vmatrix}
   -1000 & 2000 & -1000 \\
  0 & -1000 & 1500 \\
  0 & 0 & -500 \\
\end{vmatrix}\begin{vmatrix}
   u_2 \\
u_3 \\
u_4 \\
\end{vmatrix}=\begin{vmatrix}
   500 \\
   0 \\
300
\end{vmatrix} ∣ ∣  − 1000 0 0  2000 − 1000 0  − 1000 1500 − 500  ∣ ∣  ∣ ∣  u 2  u 3  u 4   ∣ ∣  = ∣ ∣  500 0 300  ∣ ∣  
u 2 = 1.7 m m u_2=1.7mm u 2  = 1.7 mm 
u 3 = 0.9 m m u_3=0.9mm u 3  = 0.9 mm 
Comments