Problem $2[70]$

Design $T$ beam in Figure for flexure and shear $($Draw stirrup configuration at the bottom $$ half of che span$).$ Use nommal weight concrete with a strength of $3000$ psi and Grade $60$ steel. $W_D=100l\frac{b}{f}{t}^2($without self$-$weight$)$ and $W_L=220l\frac{b}{f}{t}^2.$ Assume the live load is placed to produce maximum shear at beam end and centerline.

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