$(10$ pts$.)$ Would #$3$ stirrups at $8$ inch spacing, meet the shear design requirements at a

distance $"$d$"$ from the end?

$(10$ pts$.)$ What is the immediate Live Load deflection given the following. These

numbers are obviously not correct, but they are in the range of your beam.

a$.I_g=40,000i{n}^4$

b$.I_{cr}=8,000i{n}^4$

c$.M_{cr}=180k-ft$

$(5$ pts$.)$ Calculate the development length of the flexural steel. Let $K_{tr}=0$; Let $c_b=1\mathrm{.}0$

inch. Do you need to hook the steel at the end of the beam?