Resistance of Webs to Transverse Compression Forces

All these are thoroughly explained in the design examples using various formulae in the EC-3. [Pg.597]

A steel beam of Fig. 10.1 has an effective span of 6.5 m fully restrained along length. At one end its simply supported and at the other end is supported by a roller. The beam shall be designed in Fe430 steel (S275) based on EC-3. The followings are unfactored loads - loads (udl) + 15.0KN -i- 41 KN, [Pg.597]

Factored loads Stiffness bearing length at supports = 50 and 75 mm at concentrated load [Pg.597]

Coexisting shear force V d 0.5 Vppjid, then the moment of resistance [Pg.599]

Since it is fully restrained in lateral direction it will not be affected by lateral torsional buckling. [Pg.599]

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