18, 5 Valencia: Commercial Philippine Timbers 
533 
TABLE 15.—Average results of bending tests of timber of structural sizes 
and small specimens—Continued. 
wate 
Spe- of the 
cific Pa ae 
gravity - reat- 
oven reeds Modu- sro Modu- | est cal- t ru A 
Speci Mois- | dry, | (US | jus of | 8°85 | lus of leulated | ture? 
pecies. Tests. elastic % at rs - | struc- 
ture. | based resili TUD- | olastic elastic-| longi- tovat 
on vol- 1 tore, | ees ity. {tudinal| ‘4 
ume | ence. limit. shear, | 51ze8 
when Doses 
ee. speci- 
mens. 
Per Lbs. per| Lbs. per| Lbs. per|1,0001bs.|Lbs. per| Per 
Lumbayan (from mar- cent. cu. in. | 8. iN.| sq. in. |; per | sq. in., cent. 
ket): sq. in. 
Structural sizes____ 3 27.2 0. 49 1.06 | 6,070} 3,910} 1,590 870 66 
Small specimens___ 14 21.8 0. 50 0.89 | 9,200} 3,620; 1,520 pL as Seine 
Gisok (from market): 
Structural sizes____ 4 17.4 0. 88 2.90 | 14,140 | 9,340} 2,970 800 77 
Small specimens.__ 18 16.9 0. 84 2.47 | 18,260 | 11,340 | 2,920 a 
Borneo Camphor (Ka- 
por): 
Structural size_____ 1 55.3 0.57 1.47 | 7,610} 5,840} 2,260 360 58 
Small specimens.__ 5| 655.8] 0.57} 1.47| 18,400} 6,550} 2,070 AOS 
177655——-4 
