40 r- 



30 



P. 20 



10 



0.5 



(kg /m') 

 1.0 1.5 



2. 2. 5 



1 I I 1 



100 h FUELS 



AVERAGE LOAD = 0. 052 lb /ft' (0. 25 kg /m' ) 

 VARIANCE = 0.0062 (lb /ft')' ( 0. 15 (kg /m')') 



I 



_L 



0. 1 0. 2 0. 3 



LOAD (lb /ft') 



0.4 



0.5 



0.5 



(kg /m') 

 1. 1. 5 



2.0 Z5 



30 r 



20 



10 - 



40 r 



30 - 



P 20 - 



10 



_L 



± 



10 h FUELS 



AVERAGE LOAD =0.15 lb /ft'(0. 73 kg /m' ) 

 VARIANCE = 0.0092 (lb /ft' )' (0. 22 (kg /m')') 



0. 1 0. 2 0. 3 



LOAD (lb /ft') 



0.1 



(kg / m') 

 0. 2 0. 3 



0. 4 0. 5 



0. 4 0. 5 



1 h FUELS 



AVERAGE LOAD = 0.019 lb /ft' (0.093 kg /m') 

 VARIANCE = 0.00058 (lb /ft')' (0. 014 (kg /m' )' ) 



I 



_L 



0. 02 0. 04 0. 06 

 LOAD (lb /ft') 



0. 10 



Figure 4. — Frequency distrihution of the slash load. The icppev dtstvihKbion is for 

 lOOh fuels, i^e middle for lOh and the lower for Ih fuels. The implied negative 

 load is artificial. 



10 



