As we have calculated P (radius of curvature @ NA) thus at any point on top side (i.e pipe support our concern region) for horizontal Deflection, we need to linearly interpolate it or by triangle law we can g=determine the arbitrary points. Example:- By Congruence we can get the displacement @ point P. Note:- Vertical Displacement will remain the same throughout you need to interpolate to get the Intermediate level and for horizontal Displacement we can get it by above method.

o

Total relative Horz. displacement

Fr 55 Fr 54

@ any point P Vertical height