monolithic floor framing plan is shown in the figure, The columns are 300 mm square, girders are 250 mm wide by 450 mm deep and slabs are 100 mm thick. The floor loads include floor finish of 0.77 kPa, ceiling system of 0.25 kPa,
A monolithic floor framing plan is shown in the figure, The columns are 300 mm square, girders are 250 mm wide by 450 mm deep and slabs are 100 mm thick. The floor loads include floor finish of 0.77 kPa, ceiling system of 0.25 kPa, partition load of 1.0 kPa and live load of 4.8 kPa. Bar centroid from the edge of the beam is 70mm. Refer to table 406.5.2 for the Approximate Moments for Non- Prestressed Continuous Beams and One-Way Slabs.
Calculate the following:
Total factored floor load in 2 decimal places = _________ kPa
Total factored uniform load on girder GH in 2 decimal places = ___________ kN/m
Maximum ultimate bending moment at discontinuous end of girder JK to the nearest whole number = ____________ kN-m
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