WORST LOADING COMBINATIONS

$3.$ The figure below shows a cross section through a building. Using the load factors in table $2\mathrm{.}1,$ BS$8110,$ determine the maximum design load for the right hand column and check if tension can occur under ultimate load conditions.

The building is $10m$ deep $($into page$).$

Load details are:$-$

Wind load $=,1\mathrm{.}0k\frac{N}{m^2}($can blow right to left or left to right$)$

Live load $=,1\mathrm{.}25k\frac{N}{m^2}$

Dead load $=,1\mathrm{.}5k\frac{N}{m^2}$