Steel Buildings in Europe

Part 3: Actions 3 - 17             ; 3,0 2 l ( ) 0,6 Max 2 l ( ) p n T n T k   where: v =           ; 0,08 Hz Max 2 2 2 1, B R R n x T is the averaging time for the mean wind velocity: T = 600 s 19. Finally, the structural factor c s c d can be calculated: 1 7 ( ) 1 2 ( ) v s 2 2 p v s s d I z k I z B R c c    