Steel Structures Design

CE $401$

Project Assignment

project $2024$ final product $-$ Beam

DESIGN STRENGTH $($KIP$,$ FT $)$

$\backslash$table$[[$FC$,47\mathrm{.}06,$FT$,94\mathrm{.}27],[$FVZ$,28\mathrm{.}55,$FVY$,28\mathrm{.}55],[$MBZ$,6\mathrm{.}25,$MBY$,3\mathrm{.}03],[$CMZ$,0\mathrm{.}9,$CMY$,0\mathrm{.}9]]$

Cintical load $($KIP$,$ INCH$)$

$\backslash$table$[[$Load$,1],[$Locatio$,0],[$FX$,94\mathrm{.}006805],[MY,0],[MZ,0]]$

$\backslash$table$[[$Code$,$Result,Ratio,Critical,KLR$],[15800-07,$FAlL,$1\mathrm{.}99762,$Sec. $7\mathrm{.}1\mathrm{.}2,95\mathrm{.}27074]$

Solve for yield rupture and buckling