Apply the simplified method given in AS3600, to estimate the bending moments and shear forces.
Then, use a structural analysis software (i.e. SPACE GAS) to determine the maximum positive and
negative moments described. Use tables to compare the answers obtained from the above two
methods, referring to the load combination 1.2G + 1.5Q. Explain the differences between the obtained
1.2 Design the specific slabs (considering both sides of column line S) for strength, according to AS3600
via hand calculations). Consider the most critical load combination for the design in
1.3 Design the specific slabs for serviceability, Consider the most critical load combination for the design in serviceability.
1.4 Provide the detailing of the above slabs using appropriate slab sections
1.5 Compare the results with those obtained from the structural design of the structure via SPACE GASS.
Explain any differences
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