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Hi we are planning to use 250 mm HC planks in one of our next projects, with a live load of 5 KN/m2. The MC has now indicated the requirement of using Scissors Lift equipment up to 3500 KG on top of the precast slabs to reach skylight units in certain areas. Would this type of floor be able to support this extra (temporary) load? Your urgent response to this matter will be very much appreciatted. Thanks.

confirm 250dp x 1200w unit will design in the temporary and permanent case for load/span given over telephone

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