Problem #$2$

$[70]$

Design $\text{'}T$ beam in Figure for flexure and shenr $($Draw stirrup configuration at the bottom $$ half of the span$).$ Use normal weight concrete with a strength of $3000$ psi and Grade $60$ steel. $W_D=100l\frac{b}{f}{t}^2($without self$-$weight$)$ and $W_1=220l\frac{b}{f}{t}^2.$ Assume the live load is placed to produce maximum shear at beam end and centerline.

I $$

$($A$)$ Flexure Design $35$

$($B$)$ Shear Design $35[35]$

$12ln$

$12ln$

$($A$)$ Flexure Design $[35]$

$($B$)$ Shear Design Center Line

$8\mathrm{.}5ft.$

$12in.$