Anchored Walls: Given the diagram below:

a$.$ Construct an Apparent Pressure Diagram $(6$ pts$)$

b$.$ Calculate the loads for each row of anchors, and the lateral force taken by the wall

embedment $(6$ pts$)$

c$.$ Propose an appropriate anchor bar diameter $(f_y$ "GUTS" $=150)(6$ pts$)$

d$.$ Propose a grouted zone diameter and bond length $($assuming a soil$/$grout bond

adhesion of $\{$:$3,000l\frac{b}{f}{t}^2)(6pts)$Anchored Walls: Given the diagram below:

a$.$ Construct an Apparent Pressure Diagram $(6$ pts$)$

b$.$ Calculate the loads for each row of anchors, and the lateral force taken by the wall

embedment $(6$ pts$)$

c$.$ Propose an appropriate anchor bar diameter $($fy $$GUTS$=150$ psi$)(6$ pts$)$

d$.$ Propose a grouted zone diameter and bond length $($assuming a soil$/$grout bond

adhesion of $3,000$ lb$/$ft$2)(6$ pts$)$