Load cases example

Fundamental load combination to be used is 2.3.2.2P(2)

For beams without cantilevers the same value of self-weight may be applied 2.3.2.3(4) to all spans, i.e., 1.35Gk.

The load cases to be considered for the imposed loads are 2.5.1.2(4)

(a) alternate spans loaded; and

(b) adjacent spans loaded.

The various load arrangements are shown in Figure 12.8.

I2 I3 I

Note Load cose A above should be combined with cases B-J below as necessary

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