thic floor framing plan, the columns are 300mm square, girders are 250mm wide by 450mm deep and slabs are 100mm thick. the floor loads include floor finish of 0.77kPa, ceiling system of 0.25 kPa, partition load of 1.0kPa and liveload of

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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a monotlithic floor framing plan, the columns are 300mm square, girders are 250mm wide by 450mm deep and slabs are 100mm thick. the floor loads include floor finish of 0.77kPa, ceiling system of 0.25 kPa, partition load of 1.0kPa and liveload of 4.8kPa. bar centroid from the edge of the beam is 70mm. calculate the ff:

1. total factored floor load in kPa

2. total factored uniform load on girder GH in kN/m

3. maximum ultimate bending moment at discontinuous end of girder GH in kN.m

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