Info

CI.2.3.1(1)

"considered as top loads

"considered as top loads

In EC2 differing 7F values produce slightly different design forces to those in CIRIA Guide 2

Ultimate distributed top load

Table 11.2 Hanging loads

Loads applied within the depth of the beam

(kN/m)

(kN/m)

Slab at level 7.140

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