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  1. sspkee

    vibration for 30m span beam

    sspkee (Structural) Apr 7, 2003 I have a 30m span composite floor (steel beam with precast plank & topping) to be designed and would appreciate someone can advise me in the forcing frequency for Fibration Design of Floor Structures. A range of value is suggested in NBC 1995 Cananda Code...
  2. sspkee

    Structural vibration

    I have a 30m span composite floor (steel beam with precast plank & topping) to be designed and would appreciate someone can advise me in the forcing frequency for Fibration Design of Floor Structures. A range of value is suggested in NBC 1995 Cananda Code. However what is the appropriate forcing...

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