Idealisation load combination and arrangement

Load combination

By inspection, Exp. (6.10b) is critical. 47.8 x 1.25 + 45.8 x 1.5 = 128.5 kN / m "" Idealisation

This element is treated as a beam on pinned supports. The beam will be provided with links to carry shear and to accommodate the requirements of Cl. 9.2.5 - indirect support of the ribbed slab described in Section 3.3.8. Arrangement

Choose to use all-and-alternate-spans-loaded.

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