1.4 (D + F)
(Equation 16-1)
1.2(D + F + T) + 1.6(L +
H) + 0.5 (Lr or S or R) (Equation
16-2)
1.2D+ 1.6(Lr or
S or R) + (f1L or 0.8W)
(Equation 16-3)
1.2D+ 1.6W+ f1L
+ 0.5(Lr or S or R)
(Equation 16-4)
1.2D+ 1.0E+ f1L
+ f2S
(Equation 16-5)
0.9D+ 1.6W+ 1.6H
(Equation 16-6)
0.9D+ 1.0E+ 1.6H
(Equation 16-7)
f1 = 1 for floors
in places of public assembly, for live loads in excess
of 100 pounds per square foot (4.79 kN/m2),
and for parking garage live
load, and
= 0.5 for other live loads.
f2 = 0.7 for roof
configurations (such as saw tooth) that do not shed snow
off the structure, and
= 0.2 for other roof
configurations.