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okay so we proceed to our next example this is for a three moment equation with the cases with the case up uh support uh set always so for example we have this beam at 30 meters long we have three spawns 10 meters each so we have support settlements um settlement at 8 10 10 mm downwards at b 50 mm downwards at sea 20 mm downwards and up d we have 40 millimeters downwards so lets say modulus of elasticity is 200 times 10 raised to 6 kilopascals or the kilonewtons per square meter i 700 times 10 raised to negative six meters to the fourth so we are shown that the modulus of elasticity and the moment of inertia of the beam all throughout its length is constant so record we are required to compute for the moment um our intermediate supports the end c so how do we start our solution so we have our main equation for the three moment equation that is l one plus uh twice moment number two this is multiplied by l one plus l two i plus moment number three this is l sub two plus you have six a