Please give ddetailed answer

Given:

$b=10$ in

$d=22$ in $,h=25$ in $,1=200$

$d=22$ in $,h=25$ in $,1=200$

$4$ ksi

fyt $=$

$60$ ksi

For a continues beam, $f^{\text{'}}c=$

f$.$tk

uniform loads

M$2$u $=300tx$

Use

$Vc=2\sqrt[\phantom{2}]{f^{\text{'}}c}$ bw$.$d

Normal weight concrete is used.

$1-$Calculate the maximum shear force $($d from face of support$).$

$2-$ Calculate the stirrup spacing with two legs for the max shear force. Use #$3$ bar for stirrup

$3-$ Calculate the distance from face of support that required shear is

$60$

kips.

use $wu=1\mathrm{.}2D+1\mathrm{.}6L$

Do not forget to check all the requirements per ACl $.$