Calculate the deflection and moment of a column/beam

[ksk_10594232]

Hi

I want to calculate/plot the deflection and the moment along a column (or a stand-up beam) subjected to a lateral point load. The column is pinned at the top (A) and fixed at the bottom (B), and the load P is acting at a distance a from the top. If somebody can bring some knowledge to this, I'll be very thankful 

[JKT · Accepted solution]

Ksi and alfa can have values from 0 to 1. You can derivate the M-formula.