Compute the wind load acting on the short wall of the building based on simplified (envelope) method Example 4.1 A two-story essential facility shown in Figure 4.6 is an enclosed wood-frame building located in Seattle, Washington. Determine the design wind pressures for MWFRS in both principal directions of the building and the forces acting on the transverse section of the building. The wall studs and roof rafters are 16 in. on center. K₂ = 1.0.

Structural Analysis
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Chapter2: Loads On Structures
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Compute the wind load acting on the short wall of the building based on simplified (envelope) method
Example 4.1
A two-story essential facility shown in Figure 4.6 is an enclosed wood-frame building located in
Seattle, Washington. Determine the design wind pressures for MWFRS in both principal directions
of the building and the forces acting on the transverse section of the building. The wall studs and
roof rafters are 16 in. on center. K = 1.0.
12
6.25 ft.
3D
11 ft.
11 ft.
100 ft.-
50 ft.
FIGURE 4.6 Two-story framed building.
Transcribed Image Text:Compute the wind load acting on the short wall of the building based on simplified (envelope) method Example 4.1 A two-story essential facility shown in Figure 4.6 is an enclosed wood-frame building located in Seattle, Washington. Determine the design wind pressures for MWFRS in both principal directions of the building and the forces acting on the transverse section of the building. The wall studs and roof rafters are 16 in. on center. K = 1.0. 12 6.25 ft. 3D 11 ft. 11 ft. 100 ft.- 50 ft. FIGURE 4.6 Two-story framed building.
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