design a floor slab with 2 spans in X and 2 Spans in Y assuming material A36 or A992 for frames and A36 for plates spans length in X : assume any length between 3 to 8m Spans length in Y : 4 or 6 or 7 m columns length is half the long span use suitable material for bolts and weld moments analysis is allowed by any software the report should be in word file including the following 1- design calculations of one interior column and one edge column 2- design one beam in each direction (one in X and one in Y) 3- design 2 different base plate connection note: all calculation should be manual and hand written except for moment analysis assume any missing information