Nkoba (Baikiaea insignis) 
	 
	Family: Leguminosae  
	
	Common names: Nkoba, Nkobakoba 
 Distributed in: Tanzania, Uganda (Africa) 
 Common uses: Agricultural implements, Boat building (general), Cabinetmaking, Carvings, Concrete formwork, Flooring, Flooring: industrial heavy traffic, Furniture, Heavy construction, Joinery, Light construction, Paneling, Piling, Plywood, Railroad ties, Veneer 
 Product sources: The ITTO reports that timber from this species is produced and exported only in low volumes. 
 Environment profile: Abundant/Secure
 
 Tree size: Trunk diameter is 100-150 cm  
	
	
	Colors: the heart isYellow, Yellow to golden-yellow to orangeand the sapwoodWhite, Yellow.The grain isStraight, the textureMediumand the lusterMedium
	  
	
	Natural durability: Susceptible to marine borer attack, Very durable 
 Odor: Has an odor
 
 LightInduced Color Change: Lighter
 
 Kiln Schedules: UK=D US=T3D2/T3C1 
 Kiln Drying Rate: Slow (18-28 days for boards < 32 mm, to 52-84 days for boards >= 63 mm) 
 Drying Defects: Severe twisting/warping, Slight surface checking 
 Ease of Drying: Slowly 
 Tree Identification: Bole/stem form is misshapen 
 Blunting Effect: High to severe
 
 Boring: Moderately easy 
 Carving: Fair to Good Results
 
 Cutting Resistance: Easy to saw 
 Gluing: Fairly Easy to Very Easy 
 Mortising: Finishes satisfactorily 
 Moulding: Good finishing 
 Movement in Service: Good finishing 
 Nailing: Fair to Good , Very Good to Excellent 
 Planing: Fairly Difficult to Very Difficult 
 Resistance to Impregnation: Sapwood is moderately resistant 
 Resistance to Splitting: Satisfactory
 
 Response to hand tools: Easy to machine 
 Routing recessing: Fair to Good Results
 
 Veneering qualities: Suitable for peeling, Suitable for slicing  		
	
	
	Screwing: Fair to Good Results, Very Good to Excellent Results;	Turning: Fair to Good Results
		
	  
	
	Painting: Good;	Polishing: Good; Staining: Reacts with Iron to discolour wood; 
	  
	
	
    
    - Numerical data Metric
 
    - Numerical data English
 
    - Strength properties
 
    - References
 
     
     
     
     
	
      
        | 
        | 
        | 
        |  
      
      | Item | 
      Green | 
      Dry | 
      Metric | 
       
      
      
		| Specific Gravity | 
		 | 
		 | 
		 |  
     
		| Density | 
		 | 
		769 | 
		kg/m3 |  
     
		| Bending Strength | 
		654 | 
		1024 | 
		kg/cm2 |  
     
		| Crushing Strength | 
		485 | 
		699 | 
		kg/cm2 |  
     
		| Hardness | 
		 | 
		752 | 
		kg |  
     
		| Impact Strength | 
		 | 
		 | 
		cm |  
     
		| Shearing Strength | 
		 | 
		124 | 
		kg/cm2 |  
     
		| Stiffness | 
		140 | 
		161 | 
		1000 kg/cm2 |  
     
		| Tangential Shrinkage | 
		 | 
		 | 
		% |  
     
		| Radial Shrinkage | 
		3 | 
		 | 
		% |  
     
		| Weight | 
		753 | 
		608 | 
		kg/m3 |  
     
		| Maximum Load | 
		 | 
		 | 
		cm-kg/cm3 |  
     
		| Toughness | 
		 | 
		 | 
		cm-kg |  
     
		| Static Bending | 
		 | 
		 | 
		kg/cm2 |  
     
       |   
      
	   
        
        |   |   |   |  | Item  | Green  | Dry  | English  |  | Bending Strength  | 9310  | 14566  | psi   |  | Density  |   | 48  | lbs/ft3   |  | Hardness  |   | 1658  | lbs   |  | Maximum Crushing Strength  | 6899  | 9945  | psi   |  | Shearing Strength  |   | 1775  | psi   |  | Stiffness  | 1999  | 2304  | 1000 psi  |  | Weight  | 47  | 38  | lbs/ft3   |  | Radial Shrinkage  | 3  |   | %   |  | Tangential Shrinkage  | 6  |   | %   |   |  
  
       Density (dry weight) = 46-52 lbs/cu. ft. 0 Max. crushing strength = high  Bending strength (MOR) = medium  Shrinkage, Radial = small  Shrinkage, Tangential = moderate  Shearing strength (parallel to grain) = low  Modulus of Elasticity (stiffness) = high  Hardness (side grain) = medium  Shrinkage, Radial = very small  Shrinkage, Tangential = very small  Shearing strength (parallel to grain) = medium  Modulus of Elasticity (stiffness) = medium  Density (dry weight) = 53-60 lbs/cu. ft  Shrinkage, Tangential = small  
   
       Banks, C.H., Schoeman, J.P., Otto, K.P.,1977,The Mechanical Properties of Timbers with particular reference to South,Africa,South African Forestry Research Institute Bulletin,(Ed.,Schoeman, J.P. 1973 & Otto K.P. 1976,No.48Bolza, E., Keating, W.G.,1972,African Timbers - the Properties, Uses and Characteristics of 700 Species,C.S.I.R.O. Div. of Building ResearchChudnoff, M.,1984,Tropical Timbers of the World,U.S.A. Department of Agriculture, Forest Service, Forest Products,Laboratory, Madison.Eggeling, W.J.,1940,Indigenous Trees of Uganda,Govt. Printer Entebbe UgandaI.U.F.R.O.,1973,Veneer Species of the World,Assembled at F.P.L. Madison on behalf of I.U.F.R.O. Working Party on,Slicing and Veneer CuttingMurira, K.,1984,Natural Durability Tests of Tanzanian Timbers 1955 - 1982,Tanzania Forestry Research Institute, Timber Utilisation Research Centre,,Moshi.Tack, C.H.,1958,The Strength Properties of some Uganda Timbers,Uganda Forest Department Bulletin No. 5Tack, C.H.,1969,Uganda Timbers,Govt. Printer UgandaTakahashi, A.,1978,Compilation of Data on the Mechanical Properties of Foreign Woods (Part,III) Africa,Shimane University, Japan, Research Report on Foreign Wood No. 7Tanzania Forest Department,1960,The Natural Durability of Local Timbers,Tanzanian Forest Dept. Tech. Note,No.14Tanzania Forest Division,1966,Kiln Drying Schedules for Tanzania Timbers Technical Note no.38,Tanzania Forest Div. Util. Sec. MoshiTanzania Forestry Department,1961,Timbers of Tanganyika - Baikiaeae insignis,Tanzania Forestry Department, Utilisation Section, Moshi - Timbers of,TanganyikaUganda Forest Department,1969,The Shrinkage of Some Ugandan Timbers,Uganda Forestry Department Timber Leaflet,No.47 
	 
    
	
       
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