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1. Design all the columns of the floor framing plan below. The height of the column from the grade ...
1. Design all the columns of the floor framing plan below. 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. 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 7000 7000 6000 B 6000 3000 Open for stairway 2000 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 and detailed engineering designs can be made using AutoCAD or be manually drawn.