Design bracing to resist the wind load. This should include roof bracing and side bracing.

Provide the analysis of bracing to resist the wind loads. Clearly show, on appropriate diagrams, the location of the bracing with respect to the main structure.

Using photographs of your models, describe the load path for wind hitting the face to the building to

ultimately going into the ground. You should use two photographs and annotate the load path in

both orthogonal directions.

Consider the wind acting on the gable ends $($southerly and northerly winds$)$ and the wind acting on

the long length of the building $($westerly wind$).$

Calculate and annotate, on a diagram, the design member forces of each of the bracing elements.

For the wind load on the gable ends only, the sizes for all proposed bracing members should be

provided. These may be obtained from the appropriate $$blue book$$ design tables. I.e$.$ detailed

member sizing calculations are not required. Characterisitc wind load is pressure $=0\mathrm{.}9$kn$/$m$^2,$ suction $=0\mathrm{.}6$kn$/$m$^2\mathrm{.}1$ wind posts in red