FREE BOOKS

Author's List




PREV.   NEXT  
|<   64   65   66   67   68   69   70   71   72   73   74   75   76   77   78   79   80   81   82   83   84   85   86   87   88  
89   90   91   92   93   94   95   96   97   98   99   100   101   102   103   104   105   106   107   108   109   110   111   112   113   >>   >|  
e. Knots which occur near the ends of a beam do not weaken it. Sound knots which occur in the central portion one-fourth the height of the beam from either edge are not serious defects. Extensive experiments by the U.S. Forest Service[33] indicate the following effects of knots on structural timbers: [Footnote 33: Bul. 108, pp. 52 _et seq._] (1) Knots do not materially influence the stiffness of structural timber. (2) Only defects of the most serious character affect the elastic limit of beams. Stiffness and elastic strength are more dependent upon the quality of the wood fibre than upon defects in the beam. (3) The effect of knots is to reduce the difference between the fibre stress at elastic limit and the modulus of rupture of beams. The breaking strength is very susceptible to defects. (4) Sound knots do not weaken wood when subject to compression parallel to the grain.[34] [Footnote 34: Bul. 115, U.S. Forest Service: Mechanical properties of western hemlock, p. 20.] FROST SPLITS A common defect in standing timber results from radial splits which extend inward from the periphery of the tree, and almost, if not always, near the base. It is most common in trees which split readily, and those with large rays and thin bark. The primary cause of the splitting is frost, and various theories have been advanced to explain the action. R. Hartig[35] believes that freezing forces out a part of the imbibition water of the cell walls, thereby causing the wood to shrink, and if the interior layers have not yet been cooled, tangential strains arise which finally produce radial clefts. [Footnote 35: Hartig, R.: The diseases of trees (trans. by Somerville and Ward), London and New York, 1894, pp. 282-294.] Another theory holds that the water is not driven out of the cell walls, but that difference in temperature conditions of inner and outer layers is itself sufficient to set up the strains, resulting in splitting. An air temperature of 14 deg.F. or less is considered necessary to produce frost splits. A still more recent theory is that of Busse[36] who considers the mechanical action of the wind a very important factor. He observed: (_a_) Frost splits sometimes occur at higher temperatures than 14 deg.F. (_b_) Most splits take place shortly before sunrise, _i.e._, at the time of lowest air and soil temperature; they are never heard to take place at noon, afternoon, or evening. (_c_) They alway
PREV.   NEXT  
|<   64   65   66   67   68   69   70   71   72   73   74   75   76   77   78   79   80   81   82   83   84   85   86   87   88  
89   90   91   92   93   94   95   96   97   98   99   100   101   102   103   104   105   106   107   108   109   110   111   112   113   >>   >|  



Top keywords:

splits

 

defects

 
Footnote
 

temperature

 
elastic
 

common

 

radial

 

strength

 

splitting

 

difference


theory

 
produce
 

strains

 

layers

 
action
 
Hartig
 
Forest
 

Service

 

weaken

 
structural

timber
 

portion

 

Another

 

central

 
driven
 
sufficient
 

conditions

 

Somerville

 

fourth

 

finally


tangential
 

cooled

 

interior

 

height

 

clefts

 

London

 

diseases

 

resulting

 

sunrise

 
lowest

shortly

 
temperatures
 
evening
 

afternoon

 

higher

 
recent
 

considered

 
shrink
 

observed

 
factor