Urgent make solution handwritten for all espcially sketch $...$Fr the beam shown helow. answer the following questions.

$f_c^{\text{'}}=4$ksi,$f_y=60$ksi,$b=12in,h=40in,d=36in,$

Normalweight concrete

${}_w<mn>0</mn><mn>.</mn><mn>0</mn><mn>1</mn><mn>5</mn><mn>6</mn>$

The shear force is calculated as

$V_u=108-0\mathrm{.}6xif0x<mn>8</mn><mtext></mtext><mi>[</mi><mi>i</mi><mi>n</mi>$ kips$]$

$V_u=7\mathrm{.}2-0\mathrm{.}6xif8x<mn>1</mn><mn>0</mn><mtext></mtext><mi>[</mi><mi>i</mi><mi>n</mi>$ kips$]$

where $x$ is the distance from the left support in $ft.$

Determine the stirrup design. Sketch your web reinforcement design for the half length of beam along with the shear diagram. Use No$.3$ bars for web reinforcement. The shear force diagram should be shown along with the stirrup design.