Structural Analysis-II
Practice problems on Matrix Methods
1. Analyse the following using structures using flexibility matrix method
a.) Downward settlement of B and C are 12 mm and 16 mm respectively. 𝐸𝐼 = 20 ∗
1012 𝑁 − 𝑚𝑚2
b.)
c.)
2. Analyse the following structures using stiffness matrix method
a.)
b.)
c.) Area of cross-section of all members is 1000 𝑚𝑚2 and E = 200 𝑘𝑁/𝑚𝑚2