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The video tutorial demonstrates how to solve a three moment equation for a beam with supports at every end. The beam is 30 meters long with three spans of 10 meters each. The support settlements are given as 8mm downwards at point A, 50mm downwards at point B, 20mm downwards at point C, and 40mm downwards at point D. The modulus of elasticity is 200x10^6 kilopascals and the moment of inertia is 700x10^-6 meters to the fourth. The objective is to calculate the moments at intermediate supports A and C using the three moment equation formula.
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