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<br />Elevation Sample Calculation Step 2: Compute Lateral Loads <br /> <br />Elevation Sample Calculation <br /> <br />From Table 23-H, pressure coefficients are <br /> <br />Walls: <br />Windward Wall <br />Leeward Wall <br /> <br />C = 0.8 inward <br />q <br />C = 0.5 outward <br />q <br /> <br />Roof: <br />Wmd perpendicular to ridge: <br />Leeward Roof C = 0,7 <br />q <br />WmdwardRoof <br />4:12 slope <br /> <br />outward <br /> <br />C =0.8 <br />q <br />C = 0.3 <br />q <br /> <br />outward or <br />inward <br /> <br />Wind parallel to ridge: <br /> <br />C = 0,7 outward <br />q <br /> <br />12 of 44 <br /> <br />VI-E.57 <br /> <br />Engineering Principles and Practices of Retrofitting Flood-Prone Residential Structures <br />Januarv 1995 <br />