// CODE SNIPPET
Section 1602 Notations
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The following notations are used in this chapter:
| D | = | Dead load. |
| Di | = | Weight of ice in accordance with Chapter 10 of ASCE 7. |
| E | = | Combined effect of horizontal and vertical earthquake induced forces as defined in Section 2.3.6 of ASCE 7. |
| F | = | Load due to fluids with well-defined pressures and maximum heights. |
| Fa | = | Flood load in accordance with Chapter 5 of ASCE 7. |
| H | = | Load due to lateral earth pressures, ground water pressure or pressure of bulk materials. |
| L | = | Roof live load greater than 20 psf (0.96 kN/m2) and floor live load. |
| Lr | = | Roof live load of 20 psf (0.96 kN/m2) or less. |
| R | = | Rain load. |
| S | = | Snow load. |
| T | = | Cumulative effects of self-straining load forces and effects. |
| Vasd | = | Allowable stress design wind speed, miles per hour (mph) (km/hr) where applicable. |
| V | = | Basic design wind speeds, miles per hour (mph) (km/hr) determined from Figures 1609.3(1) through 1609.3(8) or ASCE 7. |
| W | = | Load due to wind pressure. |
| Wi | = | Wind-on-ice in accordance with Chapter 10 of ASCE 7. |
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