A closed storage building shown in $($Figure $1)$ is located on open Determine the two values of the design wind pressure acting on the leeward wall at the height of $20ft$ a

Express your answers in pounds per square foot to three significant figures separated by a comr

flat terrain where $V=117m\frac{i}{h}.$ Take $K_e=1$ and use the table

of Velocity Pressure Exposure Coefficients for Terrain with Low$-$

Lying Obstructions below to determine $K_z.$ The side wall of the

building is $20ft$ high, and each wall is $60ft$ long. Assume the

roof is flat.

Part A

Determine the two values of the design wind pressure acting on the windward wall at the height of $0-15ft$ above the ground.

Express your answers in pounds per square foot to three significant figures separated by a comma.

Incorrect; Try Again; $7$ attempts remaining

Part B

Determine the two values of the design wind pressure acting on the windward wall at the height of $20ft$ above the ground.

Express your answers in pounds per square foot to three significant figures separated by a comma.

$P_{20}=$