SLAB (RC PLATE ) DEFLECTION IN STAAD PRO C.E

Iam designing a concrete slab supported on two beams,the deflection results obtained in staad pro (post procssing) are given in length unit,how do i compare these results with allowable deflection because the alowable deflection according to BS 8110  (Table value 3.9 X Modification factor) which do not have units.

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