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Here w G, j (S) and w Q, j (S) denote the resultant constant load and live load acting on the finite element node j. Eq. (4.16) , located in the movable load mass participation coefficient , n , Table 4.3 'are given. In industrial buildings, n = 1 will be taken for fixed equipment weights , but crane lifting loads will not be taken into account in the floor weights. 30% of snow loads will be taken into account in calculating the weight of the roof. The condition given in 6.1.3 regarding non-structural elements and fittings shall be taken into account.
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