TASK$1(20)$

The part floor plan shown in Fig $1$ consists of floor slab $200$ thick, supported on cantilevered beams $600400.$ The columns are $350350.$

The floor supports a nominal live load of $5$kPa.

$(5)$ Draw a section through across the beam $($Section A$-$A$)$ and show all dimensions.

$(15)$ For a typical interior beam, draw the load diagram for the load case that would give the maximum positive bending moment in the beam, and draw BMD & SFD showing all relevant values

iswer

Section A$-$A