Bs

The support moments calculated can be further reduced by an amount AM,

Sd Sd.sup sup

where

Sd.sup = desi9n support reaction compatible with the analysis moments.

In the 6 m direction, F,

Sd.sup

In the 7.2 m direction, Fc

Sd.sup

For a 300 mm wide supporting beam:

In the 6 m direction, AM, In the 7.2 m direction, AM,

Therefore, the design support moments are:

In the 6 m direction, M In the 7.2 m direction, M

sup sup

For the short span, with the reinforcement in the first layer

0 0

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