The general form of Three Moment Equation can be found in many textbook on mechanics. The right hand side of the equation is usually given in the following form:
-6 x_bar
-6 x_bar
A
/(L
E
I
) - 6 x_bar
A
/(L
E
I
) + 6 delta
/L
+ 6 delta
/L
where "delta" is the vertical settlement of supports
Only the terms for settlement of supports are inucluded reagarding the boundary conditions/load on supports.
If initial angular displacement load is imposed to the support(s), what kind of terms should be added to the right hand side of the equation?
where "delta" is the vertical settlement of supports
Only the terms for settlement of supports are inucluded reagarding the boundary conditions/load on supports.
If initial angular displacement load is imposed to the support(s), what kind of terms should be added to the right hand side of the equation?
