Homework$-4$

If: $f{c}^{\text{'}}=4$ksi, and $f{y}_t=60$ksi Determine:

$1-$ Shear diagram.

$2-$ Maximum shear at $d$ from face of support.

$3-$ stirrup #$3$ spacing at maximum shear and

Compare it with Asmin and Smax

chek if the beam section is acceptable

per code for shear.

$4-$ at what distance from face of support $($at

maximum shear side$)$ shear would be $15$kips.