A closed storage building shown in $($Figure $1)$ is located on

open 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 $20$ ft high, and each wall is

$60$ ft 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.

Previous Answers

X Incorrect; Try Again; $6$ attempts remaining Determine the two values of the design wind pressure acting

on the windward wall at the height of $20$ ft above the ground.

Express your answers in pounds per square foot to

three significant figures separated by a comma.

Previous Answers

Request Answer

$x$ Incorrect; Try Again; $6$ attempts remaining

Part C

Determine the two values of the design wind pressure acting

on the leeward wall at the height of $20$ ft above the ground.

Express your answers in pounds per square foot to

three significant figures separated by a comma.