Given: 1. Wind direction is perpendicular to the roof ridge (see Figure 11-22). 2. Wind speed...
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Given: 1. Wind direction is perpendicular to the roof ridge (see Figure 11-22). 2. Wind speed is 120 mph (3-sec peak gust). 3. DFE = 14 feet NGVD 4. Building is one-story: wall height - 10 feet. 5. Main roof pitch is 6:12. 6. Exposure is Category C (refer to ASCE 7-98). 7. The following values are determined from ASCE 7-98: Kg-0.85 K₂ -0.93 (from interpolation of Table 6-5 in ASCE 7-98) K-1.0 G-0.878 (calculated using Equation 6-2 in ASCE 7-98) Mean roof height (h) -24.0 feet above ground Wind Loads Roof Line- Roof Ridge Porch Wind Direction Figure 11-22 Building elevation and plan view of root 8. The building is "enclosed." 9. The building is in a V zone within 1,600 feet of the shoreline. 1 of 1 Walls Plan View of the House Find: 1. design pressures for the MWFRS (including the porch roof): a) for wind perpendicular to the main roof ridge (east-west) b) for wind parallel to the main roof ridge (north-south) 2. design pressures for the components and cladding for an assumed effective area of 20 ft² Given: 1. Wind direction is perpendicular to the roof ridge (see Figure 11-22). 2. Wind speed is 120 mph (3-sec peak gust). 3. DFE = 14 feet NGVD 4. Building is one-story: wall height - 10 feet. 5. Main roof pitch is 6:12. 6. Exposure is Category C (refer to ASCE 7-98). 7. The following values are determined from ASCE 7-98: Kg-0.85 K₂ -0.93 (from interpolation of Table 6-5 in ASCE 7-98) K-1.0 G-0.878 (calculated using Equation 6-2 in ASCE 7-98) Mean roof height (h) -24.0 feet above ground Wind Loads Roof Line- Roof Ridge Porch Wind Direction Figure 11-22 Building elevation and plan view of root 8. The building is "enclosed." 9. The building is in a V zone within 1,600 feet of the shoreline. 1 of 1 Walls Plan View of the House Find: 1. design pressures for the MWFRS (including the porch roof): a) for wind perpendicular to the main roof ridge (east-west) b) for wind parallel to the main roof ridge (north-south) 2. design pressures for the components and cladding for an assumed effective area of 20 ft²
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Related Book For
Intermediate Accounting
ISBN: 978-0324300987
10th Edition
Authors: Loren A Nikolai, D. Bazley and Jefferson P. Jones
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