MATHEMATICAL MODELLING

The loads acting on the particular member can be analyzed separately by drawing free body diagrams. Rotations at the joints, bending and deflection for different members are obtained with the help of sheer force and building moment diagram. Since the structure follows mathematical pyramidal shape, deflections due to concentrated loads are less. We can assure that structure is capable of holding all kind of loads like uniformly distributed loads (UDL), uniformly varying loads, half UDLs and all kind of inclined loads respectively.