2. The height of the column from the grade line to the beam is set to 3.2 m and 1.0 m from the top face of the footing.

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2 The Height Of The Column From The Grade Line To The Beam Is Set To 3 2 M And 1 0 M From The Top Face Of The Footing 1 (143.84 KiB) Viewed 36 times

2. The height of the column from the grade line to the beam is set to 3.2 m and 1.0 m from the top face of the footing. Based on your previous designs of upper members, design all the footings (isolated, combined, etc.) & columns of the floor framing plan shown. DEAD LOADS: Weight of reinforced concrete = 23.6 kN/m³ Thickness of slab = 120 mm Imposed dead loads: Ceiling and other utilities = 0.25 kPa Floor finish = 1.10 kPa Partitions = 0.30 kPa LIVE LOADS: Residential (Basic floor area) = 1.9 kPa 1 2 3 7000 + 7000 6000 B 6000 3000 D Open for stairway All units are in millimeters, assume beams are pin-connected to girders & assume that the girder-column connections are fixed The analysis calculations can be manually calculated or by using programs detailed engineering designs can be made using AutoCAD or be manually drawn.