FREE BOOKS

Author's List




PREV.   NEXT  
|<   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   114   115   116   117   118   119   120   121   122   123   124   125   126   127   128   129   130   131   132   133   134   135   >>   >|  
te 54: Teesdale, Clyde II.: The absorption of creosote by the cell walls of wood. Cir. 200, U. S. Forest Service, 1912, p. 7.] Soaking in kerosene seems to have no significant weakening effect.[55] [Footnote 55: Tiemann, H.D.: Effect of moisture upon the strength and stiffness of wood. Bul. 70, U. S. Forest Service, 1907, pp. 122-123, tables 43-44.] PART III TIMBER TESTING[56] [Footnote 56: The methods of timber testing described here are for the most part those employed by the U. S. Forest Service. See Cir. 38 (rev. ed.), 1909.] WORKING PLAN Preliminary to making a series of timber tests it is very important that a working plan be prepared as a guide to the investigation. This should embrace: (1) the purpose of the tests; (2) kind, size, condition, and amount of material needed; (3) full description of the system of marking the pieces; (4) details of any special apparatus and methods employed; (5) proposed method of analyzing the data obtained and the nature of the final report. Great care should be taken in the preparation of this plan in order that all problems arising may be anticipated so far as possible and delays and unnecessary work avoided. A comprehensive study of previous investigations along the same or related lines should prove very helpful in outlining the work and preparing the report. (For sample working plan see Appendix.) FORMS OF MATERIAL TESTED In general, four forms of material are tested, namely: (1) large timbers, such as bridge stringers, car sills, large beams, and other pieces five feet or more in length, of actual sizes and grades in common use; (2) built-up structural forms and fastenings, such as built-up beams, trusses, and various kind of joints; (3) small clear pieces, such as are used in compression, shear, cleavage, and small cross-breaking tests; (4) manufactured articles, such as axles, spokes, shafts, wagon-tongues, cross-arms, insulator pins, barrels, and packing boxes. As the moisture content is of fundamental importance (see WATER CONTENT, above.), all standard tests are usually made in the green condition. Another series is also usually run in an air-dry condition of about 12 per cent moisture. In all cases the moisture is very carefully determined and stated with the results in the tables. SIZE OF TEST SPECIMENS The size of the test specimen must be governed largely by the purpose for which the test is made. If the effe
PREV.   NEXT  
|<   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   114   115   116   117   118   119   120   121   122   123   124   125   126   127   128   129   130   131   132   133   134   135   >>   >|  



Top keywords:

moisture

 

Service

 
condition
 

pieces

 

Forest

 

employed

 
methods
 
timber
 

tables

 
series

working

 
purpose
 

material

 

Footnote

 

report

 

MATERIAL

 

trusses

 
TESTED
 

fastenings

 
sample

preparing

 

helpful

 

outlining

 

Appendix

 

length

 

actual

 

stringers

 

bridge

 

timbers

 
general

common
 

tested

 

grades

 

structural

 

breaking

 
carefully
 

Another

 

determined

 
stated
 
largely

governed

 

specimen

 

results

 

SPECIMENS

 

standard

 

articles

 

manufactured

 

spokes

 

shafts

 

related