Problem $3($Steel$)$

For the framing plan shown below, perform design checks for a typical beam and girder. Check that $DL=80psfLL=50psfFb=0\mathrm{.}6Fy$

$Fv=0\mathrm{.}5Fy$

$E=29,000$ksi${}_{LL}$ for the framing system:

below

$DL=80psf$

$LL=50psf$

$Fb=0\mathrm{.}6Fy$

$Fv=0\mathrm{.}5Fy$

$E=29,000$ksi

CROSS$-$SECTIONAL PROPERTIES AND $DR$

$OF$ STANDARD STEEL SHAPESfv, and ${}_{LL}$ for the framing system:

below

$DL=80psf$

$LL=50psf$

$Fb=0\mathrm{.}6Fy$

$Fv=0\mathrm{.}5Fy$

$E=29,000$ksi

CROSS$-$SECTIONAL PROPERTIES AND $DR$

$OF$ STANDARD STEEL SHAPESfb,

$fv,$ and ${}_{LL}$ for the framing system:

below

$DL=80psf$

$LL=50psf$

$Fb=0\mathrm{.}6Fy$

$Fv=0\mathrm{.}5Fy$

$E=29,000$ksi

CROSS$-$SECTIONAL PROPERTIES AND $DR$

$OF$ STANDARD STEEL SHAPES