STRUCTURAL ANALYSIS II

$1$ st HOMEWORK

Dimension of cross sections and moment of inertia values are given in the table for all members. For given indeterminate system above. draw M momet diagrams for;

a$)$ External loading,

b$)t=+20C$ uniform temperature change,

c$)t=+30C$ differantial temperature change,

d$)$ Given support settlemets.

$)={10}^{-5}\frac{m}{m}C,E=(30250000k\frac{N}{m^2}$