A slab plan is shown below. The typical beam width is 550mm. The slab supports an indoor garden and has an exposure class of S-2. [10 marks] Given: f_(c)=20MPa f_(y)=400MPa Super-imposed dead load =8.0kPa Live load =2.4kPa Which way does the slab span? Explain. Select a slab thickness, using an increment of 10 mm, which will work for the entire sla

Question

A slab plan is shown below. The typical beam width is

550mm

. The slab supports an indoor garden and has an exposure class of

S

-2. [10 marks] Given:

f_(c)=20MPa

f_(y)=400MPa

Super-imposed dead load

=8.0kPa

Live load

=2.4kPa

Which way does the slab span? Explain. Select a slab thickness, using an increment of 10

mm

, which will work for the entire slab. Check the requirements of Clause 9.3.3 for frame analysis and design the slab checking it against all code requirements. (Reminder: consider the number of spans when choosing load coefficients!) Select most economical rebar size and spacing. Design the slab using the same positive moment reinforcing in all bays, and the same negative reinforcing above the beams. (Design for 2 regions). Provide a design summary by sketching a section and indicating the design details.

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