Load set Alternate or adjacent spans loaded

The design values should be obtained from the more critical of:

■ Alternate spans carrying the design variable and permanent loads with other spans loaded with only the design permanent load (see Figure 1).The value of gG should be the same throughout.

■ Any two adjacent spans carrying the design variable and permanent loads with other spans loaded with only the design permanent load (see Figure 2). The value of gG should be the same throughout.

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