This will make the transfer floor much stiffer in comparison to the rest of the structure and it will 'enforce' an even distribution of the column reactions. In addition, transfer structures design is often. This can be achieved by assigning a small increase of the transfer beam/slabs bending stiffness by using a factor of 4 for the modulus of elasticity, and no axial stiffness increase of the columns. In no way does claim ownership or responsibility for such items, and you should seek legal consent for any use of such materials from its owner. We can make the transfer slab and the beams 'very stiff' by assigning a different material property, say 100 times greater modulus of elasticity. The results can be broken down into five main types: bEaM, TrUSS, InclInEd STrUT, PlaTE, and arcH & cablE.
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