Figure 1 shows a plan of seven-floor building. Given: Concrete, f'c= 28MPa Steel, fy= 420MPa Superimposed dead load= 5.0 kN/m Live load 4.0 kN/m Soil allowable bearing capacity= 400 kN/m Floor height= 3.70m The spacing between columns is as follows: - - Group L1 L2 L3 L4 L5 1 4 5 6 7 4 Report Specifications 2 5 6 The structural drawings shall at least include: General notes Columns layout - Footings layout Columns details Footings details Floor reinforcement plan Beams details 8 6 3 6 7 8 9 8 4 7 8 9 10 11 Block Note: The class shall be divided into groups and a group has its own building structure. Assume column size 400 X 400 mm for all columns Assume density of masonry 27 KN/m, Block 12 KN/m, Concrete 25 KN/m. Requirements: Design the slab system (beams + slab strips) as one way solid slab. Design the following columns D3, E5, F1 and their footings. Provide complete professional structural drawings in AutoCAD for the slab, beams, columns and footings. Bar lengths shall be determined for all slabs and beams Font: Arial Size: 12 Line spacing: 1.5 lines Page layout: normal: 1 top, 1" bottom, 1.25" left and 1.25" right Concrete H 10 cm 16 cm 4 cm Stone 2 5 3 N 2) 1 5 L5 L2 L3 L3 FIGURE 1 (w) L2 F L1