For a FIVE STORY structure with $4$x$430$x$30$ bays $($beams spaced $10$ o$.$c$.),$ use our tables to size ALL the

beams and girders $($interior and exterior$),$ and ALL UNIQUE COLUMNS, using our $226$ material. The first

story height is $24,$ the second is $18,$ and the other three are $12.$

Assume that the roof and floor loads are $125$ psf live and $75$ psf dead.

For the beams and girders, find WTOT and MMAX, and size them for bending, shear and deflection,

indicating the final size, and which failure mode dictates the member choice.

For the columns, size the relevant interior, edge and corner columns, computing the loads from each

story. Size each for buckling and crush, and indicate the required size and failure mode for each column.

Keep the calculations ORGANIZED and NEAT $$ make them easy to read, as you will for your project calcs,

$($right$??).$

At the end of your calculations, list the set of unique members and their sizes, $($as you will for at the end

of your project calcs!$)$