Problem $1$: For the wall below, you will asked to do the following:$*$ Draw a sketch of the wall as described. The sketch below will not be proportional to your sketch.$*$ Determine the tension steel needed to reinforce the stem of the wall where it meets the footing or the toe portion of the footing where it meets the wall. In either case you may treat it similarly to a cantilevered slab.$*$ Determine if the given dimensions of the wall are acceptable by recommended sizing values.$*$ Determine the required development length for the bar you designed.Use the following exam data:Problem $1$ Givens: Soil Unit Weight $=107$ lb$/$ft$^3,$ c $=0,$ Angle of Internal Friction $=23\backslash$deg $,=4000$ psi, fy $=40000$ psi, normal$-$weightconcrete. Bars are not epoxy coated.Wall Dimensions: Full height $=15$ft$,$ Footingthickness $=1\mathrm{.}5$ft$,$ Stem thickness $=1\mathrm{.}25$ft$,$Footing width $=10$ft$,$ Toe width $=3$ftIf the lateral soil pressure creates a factored moment of $21,000$ ft$-$Ib$,$ design tension steel o support the stem of the wall. Use $2$ inchessof cover for this steel.Problem $2$:$$For the beam below, you will asked to do the following:$*$ Draw a sketch of the beam as described. The sketch below will not be proportional to your sketch.$*$ Determine the stirrups required in the critical section of the beam.$*$ Determine the location where we can switch to the max spacing allowed by code.$*$ Determine the immediate deflection in the beam due to the loads shown.Problem $2$ Givens: DL $=20$ lb$/$ft$,$ LL $=15$ lb$/$ft$,$Span $=22$ ft$,$ b $=10$ inches, h $=15$ inches, As $=4$ in $^2,$ d $=15$ inches, Assume normal$-$weightconcrete. Use the same concrete and steel strength as problem $1.$