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A Ml,c1

Nl,c1,Ed I

A Ml,c1

Nl,c1,Ed I

a) Values at periphery of web panel b) Values at intersection of member centrelines

Direction of forces and moments are considered as positive in relation to equations (5.3) and (5.4)

Figure 5.6: Forces and moments acting on thejoint

wp,Ed

'wp.Ed vwp,Ed a) Shear forces in web panel b2,Ed

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