Regl. 9049, art. 107-1602
NOTATIONS
Length: 183 wordsOfficial source
Cite as Reglamento Núm. 9049, Art. 107-1602
1602.1 Notations. 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(12) or ASCE 7.
W = Load due to wind pressure.
Wᵢ = Wind-on-ice in accordance with Chapter 10 of ASCE 7.