Problem $5($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${}_{}$ for the framing system: below

$DL=80psf$

$LL=50psf$

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

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

$E=29,000$ksi

REFER $TO$ EXCEL STEEL CATALOGUE FOR CROSS$-$SECTIONAL PROPERTIES AND DIMS $OF$ STANDARD STEEL SHAPES

What $is$ the minimum size $W12x$ beam and $W24x$ girder? Calculate the overall steel weight and compare with Problem $3$ and $4(excluding$ columns$).fv,$ and ${}_{}$ for the framing system: below

$DL=80psf$

$LL=50psf$

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

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

$E=29,000$ksi

REFER $TO$ EXCEL STEEL CATALOGUE FOR CROSS$-$SECTIONAL PROPERTIES AND DIMS $OF$ STANDARD STEEL SHAPES

What $is$ the minimum size $W12x$ beam and $W24x$ girder? Calculate the overall steel weight and compare with Problem $3$ and $4(excluding$ columns$).fb,fv,$ and ${}_{}$ for the framing system: below

$DL=80psf$

$LL=50psf$

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

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

$E=29,000$ksi

REFER $TO$ EXCEL STEEL CATALOGUE FOR CROSS$-$SECTIONAL PROPERTIES AND DIMS $OF$ STANDARD STEEL SHAPES

What $is$ the minimum size $W12x$ beam and $W24x$ girder? Calculate the overall steel weight and compare with Problem $3$ and $4(excluding$ columns$).$