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=+20\deg Cuniform temperature change, c)
\Delta t=+30\deg Cdifferantial temperature change, d) Given support settlemets.
(\alpha )
=10^(-5)(m)/(m)\deg C,E=(
30250000k(N)/(m^(2)))