Design of Wood Structures: ASD, Fifth Edition

| Tables and figures for use in determining loads and forces | Table or Figure No. |
|---|---|
| Deflection Limits | Table 1604.3 |
| Classification of Buildings and Other Structures For Importance Factors | Table 1604.5 |
| Minimum Uniformly Distributed Live Loads and Minimum Concentrated Live Loads | Table 1607.1 |
| Live Load Element Factor, K LL | Table 1607.9.1 |
| Ground Snow Loads, p g , For Alaskan Locations | Table 1608.2 |
| Ground Snow Loads, p g , For The United States | Figure 1608.2 |
| Snow Exposure Factor, C e | Table 1608.3.1 |
| Thermal Factor, C t | Table 1608.3.2 |
| Wind-Borne Debris Protection Fastening Schedule For Wood Structural Panels | Table 1609.1.4 |
| Basic Wind Speed (3-Second Gust) | Figure 1609 |
| Equivalent Basic Wind Speeds | Table 1609.3.1 |
| Main Windforce Loading Diagram | Figure 1609.6.2.1 |
| Component and Cladding Pressure | Figure 1609.6.2.2 |
| Simplified Design Wind Pressure (Main Windforce-Resisting System), P s30 (Exposure B at h = 30 feet with I w = 1.0) | Table 1609.6.2.1(1) |
| Tables and figures for use in determining loads and forces | Table or Figure No. |
|---|---|
| Net Deisgn Wind Pressure (Component and Cladding) P net30 (Exposure B At h = 30 feet with I w = 1.0) | Table 1609.6.2.1(2) |
| Roof Overhang Net Design Wind Pressure (Component and Cladding), P net30 (Exposure B at h = 30 feet with I w = 1.0) | Table 1609.6.2.1(3) |
| Adjustment Factor for Building Height and Exposure, ( ?) | Table 1609.6.2.1(4) |
| Maximum Considered Earthquake Ground Motion Maps [1] | Figures 1615(1) (10) |
| Site Class Definitions | Table 1615.1.1 |
| Values of Site Coefficient F a as a Function... |