The relation of the shrinkage and strength properties of wood to its specific gravity . 1 | j | i 1 1 i 1 1 | | | | | | | ? s i a. ao - - - 3 X § y > i i ? / B ^ / -1- STATIC BENDING - WORK TOELASTIC LIMIT #» . — — at 1 o 1. m X-J— m —J4t o —i--J ©o -M—JL j 20 viX «a i-W- i ::::::::# S jS? 5^ £10 / / ! — -W *S __^!____ « 0,75 SPECIFIC GRAV3TY /*; IMPACT BENDING - FIBERSTRESS AT ELASTIC LIMIT 40r-p—1 i 1 | | 1 J i . L / 5 V o IL a. ___K_. X _____4_. oft fe__. 5 1 § _# M <2i S K 1 4^ T T; ^ 9 0. 50 ,„^5 li SPECIFIC QRAVSTY _ W STATIC BENDING - ^ORSC TOMAXIMUM LUAB. SPECI
The relation of the shrinkage and strength properties of wood to its specific gravity . 1 | j | i 1 1 i 1 1 | | | | | | | ? s i a. ao - - - 3 X § y > i i ? / B ^ / -1- STATIC BENDING - WORK TOELASTIC LIMIT #» . — — at 1 o 1. m X-J— m —J4t o —i--J ©o -M—JL j 20 viX «a i-W- i ::::::::# S jS? 5^ £10 / / ! — -W *S __^!____ « 0,75 SPECIFIC GRAV3TY /*; IMPACT BENDING - FIBERSTRESS AT ELASTIC LIMIT 40r-p—1 i 1 | | 1 J i . L / 5 V o IL a. ___K_. X _____4_. oft fe__. 5 1 § _# M <2i S K 1 4^ T T; ^ 9 0. 50 ,„^5 li SPECIFIC QRAVSTY _ W STATIC BENDING - ^ORSC TOMAXIMUM LUAB. SPECIFIC GRAVIT. (d) IMPACT BENDING - WORK TOELASTIC LIMIT Fig. 2. to the grain, or strength as a column. It has also been supposed thatthe relation applied between pieces of the same species, between piecesof different species, and betweenfaverage results of strength tests ondifferent species. A study of the data at present available, which arederived from a much larger number of tests and which cover a greater BULLETIN 676, U. S. DEPARTMENT OF AGRICULTURE. range in specific gravity and strength values than was true of the dataavailable heretofore, made it evident that these assumptions wereinaccurate and that there was a better and more correct methodexpressing the actual relations between specific gravity and strength.
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Keywords: ., bo, bookcentury1900, bookdecade1910, booksubjectwood, bookyear1919