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Figure 11.5 Hanging loads at ultimate limit state

Reactions from top loads are thus R = 1944 - 1027 = 917 kN

11.2.6.2 Additional shear forces due to loads over supports

Loads acting over the effective support width apply an additional shear force CIRIA

to the critical section of the beam (i.e., at the support face). In this example, Guide 2

one of the point loads acts at the centre line of the actual support, B, as shown CI.2.3.2 in Figure 11.6.

Support A r-

641 kN

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