Muhimbi (Cynometra alexandri) 
	 
	Family: Leguminosae  
	
	Common names: Angu, Baira, Bapa, Bosengere, Kahimbi, Kampiniungu, Lukuanga, Mbombele, Mubale, Mubangu, Mubindi, Mudindi, Muhimbi, Muhindi, Mupombe, Tembwe, Uganda ironwood, Utuna 
 Distributed in: Central African Republic, Congo, Ghana, Kenya, South Africa, Tanzania, Uganda, Zaire (Africa) 
 Distribution overview: Central and East Africa, usually representing a somewhat dry type of forest, but not uncommon as a constituent of forest swamps, normally gregarious. 
 Common uses: Agricultural implements, Barge fenders, Beams, Bedroom suites, Boards, Boat building (general), Boat building, Bridge construction, Building construction, Building materials, Cabin construction, Cabinetmaking, Canoes, Carvings, Chairs, Chests, Concealed parts (Furniture), Construction, Crossties, Decks, Desks, Dining-room furniture, Docks, Dockwork, Domestic flooring, Dowell pins, Dowells, Drawer sides, Dressed boards, Factory construction, Factory flooring, Fine furniture, Floor lamps, Flooring, Flooring: industrial heavy traffic, Furniture , Furniture components, Furniture squares or stock, Furniture, Harbor work, Hatracks, Heavy construction, Joists, Kitchen cabinets, Ladders , Lifeboats, Light construction, Living-room suites, Lumber, Marine construction, Mine timbers, Piling, Plywood corestock, Poles, Posts, Railroad ties, Shade rollers, Sporting Goods, Tool handles, Turnery, Wharf construction 
 Product sources: The ITTO reports that timber from this species is produced in negligible quantities and exported only occasionally. 
 Environment profile: Status has not been officially assessed 
 Tree size: Trunk diameter is 150-200 cm  
	
	
	Colors: the heart isReddish brown, Yellow to golden-yellow to orangeand the sapwoodWhite, White to yellow.The grain isStraight, the textureMediumand the lusterMedium
	  
	
	Natural durability: Susceptible to marine borer attack, Very durable 
 Odor: No specific smell or taste
 
 Silica Content: Siliceous 
 LightInduced Color Change: Darker
 
 Kiln Schedules: UK=B US=T2C2/T2C1 Fr=2 
 Kiln Drying Rate: Very slow (>28 days for boards < 32 mm, to >84 days for boards >= 63 mm) 
 Drying Defects: Severe twisting/warping, Slight twist/warp 
 Ease of Drying: Tangenital shrinkage from 4-7%  
 Tree Identification: Bole/stem form is straight 
 Comments: Deposits - An occasional white, chalky deposits are present near scar tissues which are usually found along the grainGeneral finishing qualities are rated as good  
 Blunting Effect: Moderate 
 Boring: Fairly easy to very easy 
 Carving: Moderate blunting effect on cutting edges  
 Cutting Resistance: Wood exhibits tendency to burn during narrow bandsawing  
 Gluing: Moderate gluing properties 
 Mortising: Very Good to Excellent 
 Moulding: Very Good to Excellent 
 Movement in Service: Very Good to Excellent 
 Nailing: Pre-Boring is necessary , Very Good to Excellent 
 Planing: Very Good to Excellent 
 Resistance to Abrasion: Highly resistant to wear 
 Resistance to Impregnation: Sapwood is permeable 
 Resistance to Splitting: Very Poor
 
 Response to hand tools: Responds Readily 
 Routing recessing: Routing is difficult 
 Sanding: Very Good to Excellent Results 
 Veneering qualities: Diifficult to veneer, No drying degrade. Dries flat without splitting 
 Steam bending: Moderate  		
	
	
	Turning: Very Good to Excellent Results		
	  
	
	Polishing: Satisfactory; Staining: Very Good to Excellent; Varnishing: Very Good to Excellent;
	  
	
	
    
    - Numerical data Metric
 
    - Numerical data English
 
    - Strength properties
 
    - References
 
     
     
     
     
	
      
        | 
        | 
        | 
        |  
      
      | Item | 
      Green | 
      Dry | 
      Metric | 
       
      
      
		| Specific Gravity | 
		0,66 | 
		0,84 | 
		 |  
     
		| Density | 
		 | 
		881 | 
		kg/m3 |  
     
		| Bending Strength | 
		942 | 
		1395 | 
		kg/cm2 |  
     
		| Crushing Strength | 
		 | 
		154 | 
		kg/cm2 |  
     
		| Hardness | 
		 | 
		1157 | 
		kg |  
     
		| Impact Strength | 
		109 | 
		104 | 
		cm |  
     
		| Shearing Strength | 
		 | 
		181 | 
		kg/cm2 |  
     
		| Stiffness | 
		123 | 
		159 | 
		1000 kg/cm2 |  
     
		| Tangential Shrinkage | 
		7 | 
		 | 
		% |  
     
		| Radial Shrinkage | 
		3 | 
		 | 
		% |  
     
		| Weight | 
		865 | 
		849 | 
		kg/m3 |  
     
		| Maximum Load | 
		0,77 | 
		1,61 | 
		cm-kg/cm3 |  
     
		| Toughness | 
		 | 
		436 | 
		cm-kg |  
     
		| Static Bending | 
		 | 
		726 | 
		kg/cm2 |  
     
       |   
      
	   
        
        |   |   |   |  | Item  | Green  | Dry  | English  |  | Bending Strength  | 13408  | 19847  | psi   |  | Crushing Strength  |   | 2195  | psi   |  | Density  |   | 55  | lbs/ft3   |  | Hardness  |   | 2551  | lbs   |  | Impact Strength  | 43  | 41  | inches  |  | Maximum Crushing Strength  | 6756  | 9699  | psi   |  | Shearing Strength  |   | 2579  | psi   |  | Static Bending  |   | 10339  | psi   |  | Stiffness  | 1753  | 2275  | 1000 psi  |  | Toughness  |   | 379  | inch-lbs  |  | Work to Maximum Load  | 11  | 23  | inch-lbs/in3  |  | Specific Gravity  | 0.66  | 0.84  |   |  | Weight  | 54  | 53  | lbs/ft3   |  | Radial Shrinkage  | 3  |   | %   |  | Tangential Shrinkage  | 7  |   | %   |  | Volumetric Shrinkage  | 13  |   | %   |   |  
  
       Bending strength (MOR) = high 0 Max. crushing strength = high 0 Density (dry weight) = 53-60 lbs/cu.ft. 0 Modulus of Elasticity (stiffness) = high 0 Hardness (side grain) = hard 0 Modulus of Elasticity (stiffness) = medium  Shrinkage, Tangenital =moderate  Shrinkage, Radial = small  Shearing strength (parallel to grain) = medium  Shearing strength (parallel to grain) = high  Toughness-Hammer drop (Impact Strength) = medium  Hardness (side grain) = very hard  Density (dry weight) = 46-52 lbs/cu. ft.  Shrinkage, Tangential = small  Shearing strength (paralell to grain) = very high  Max. crushing strength = medium  Bending strength (MOR) = medium  Shrinkage, Volumetric = moderate  Shrinkage, Volumetric = large  Shrinkage, Tangential = fairly large  Modulus of Elasticity (stiffness) = low  Hardness = medium  Density (dry weight) = 61-67 lbs/cu. ft  Density (dry weight) = 31-37 lbs/cu. ft.  Bending strength (MOR) = very high  
The species has very high bending strength, and is much stronger than Teak in the air-dry condition (about 12 percent moisture content). It has superior properties in compression parallel to grain in the air-dry condition than Teak, White oak, or Hard maple. It is hard - harder than Hard maple or Teak. It is quite resistant to denting. It is a very heavy wood. The wood is very dense. 
   
       Antoine, R.C., Berben, J.C.,1958,Le debit des bois a la scie a ruban - 3. Etude du sciage (4 spp.,I.N.E.A.C. Belguim Serie technique,No. 53Armstrong, F.H.,1951,Resistance to wear of Muhimbi (Cynometra alexandri,Wood,16(4, pp130-1Banks, C.H. and J.P. Schoeman. 1963. Railway Sleeper and Crossing Timbers. Bulletin No. 41, Republic of South Africa. The Government Printer, Pretoria, South Africa.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.48Banks, C.H.,1954,The Mechanical Properties of Timbers with Particular Reference to those,grown in the Union of South Africa,Journal of the South African Forestry Association,No. 24 pp.44-65,[South,African Forestry Journal]Bolza, 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., Harris, C.M.,1939,Fifteen Uganda Timbers,Forest Trees and Timbers of the British Empire, Imperial Forestry,Institute, Oxford,Part 4Eggeling, W.J.,1940,Indigenous Trees of Uganda,Govt. Printer Entebbe UgandaErfurth, T., Rusche, H.,1976,The Marketing of Tropical Wood A. Wood Species from African Moist Forests,F.A.O. Forestry DepartmentFarmer, R.H.,1972,Handbook of Hardwoods,HMSOForest Products Research Laboratory, U.K.,1954,Hardwoods for Industrial Flooring,Forest Products Research Laboratory, Princes Risborough, Leaflet, No.48Forests Products Research Laboratory, U.K.,1956,A Handbook of Hardwoods,Forest Products Research Laboratory, Princes Risborough, Department of,Science and Industrial Research, Building Research EstablishmentFortin, Y., Poliquin, J.,1976,Natural Durability and Preservation of 100 Tropical African Woods,International Development Research Centre, CanadaFouarge, J.,1970,Essais Physiques,Mecaniques et de Durabilite de Bois de la Republique,Democratique du Congo,I.N.E.A.C. Belgium Serie Technique,No.76HMSO.1972.Handbook of Hardwoods.2nd Edition.Revised by R. H. Farmer.Department of the Environment, Building Research Establishment, Princes Risborough Laboratory, Princes Risborough, Aylesbury, Buckinghamshire.I.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 CuttingITTO.1986.Tropical Timber Atlas, Volume 1 - Africa.International Tropical Timber Organization (ITTO) and Centre Technique Forestier Tropical (CTFT, 45bis, Avenue de la Belle Gabrielle, Nogent-sur-Marne Cedex, France.Kloot, N.H., Bolza, E.,1961,Properties of Timbers Imported into Australia,C.S.I.R.O. Forest Products Division Technological Paper,No.12Lavers, G. M. 1966. The Strength Properties of Timbers. Forest Products Research Bulletin, No. 50. Ministry of Technology, Her Majesty's Stationery Office, London. (Green values only)Lavers, G.M.,1983,The Strength Properties of Timber (3rd ed. revised Moore G.L.,Forest Products Research Laboratory, Princes Risborough, Building Research,Establishment Report (formerly Bulletin No.50)Lebacq, L., Dechamps, R.,1967,Contribution a un Inventaire de Forets du Nord-kasai,Musee Royal de L'Afrique Centrale Belgium Annals Series 8 No.5Lincoln, W.A. 1986. World Woods in Color. Linden Publishing Co. Inc., Fresno, California.Organisation for European Economic Co-operation,1951,African Tropical Timber (Nomenclature, Description,OEECPatterson, D.N.,1963,The strength of Kenya timbers, their derivation and application,Kenya Forestry Department Research Bulletin,No.23Pieters, A.,1977,Essences Forestieres du Zaire,R.U.G. Gent BelguimRendle, B.J.,1969,World Timbers (3 Vols.,Ernest Benn Ltd. LondonSpalt, H.A., Stern, W.L.,1956,Survey of Africa Woods 2,Tropical Woods 16(106) pp65-97Spalt, H.A., Stern, W.L.,1956,Survey of African woods 1,Tropical Woods,115(105,pp 13-38Tack, 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,1961,Timbers of Tanganyika - Brachystegia spiciformis,Tanzania Forest Dept. Util. Sec. Moshi - Timbers of TanganyikaTimber Development Association Ltd.,1955,World Timbers (3 Vols.,Timber Development Association Ltd.Timber Information Assoc. Ltd.,1947,Notes on East African Timbers,TRADA, Timber Information, No.28Titmuss, F.H.,1965,Commercial Timbers of the World,Technical Press Ltd., London, 3rd editionUganda Forest Department,1954,Flooring Timbers,Uganda Forest Department Timber Leaflet,No.17Uganda Forest Department,1954,Muhimbi (Cynometra alexandri,Uganda Forestry Department Timber Leaflet,No.4Uganda Forest Department,1954,The Mechanical Properties of some Ugandan Timbers,Uganda Forest Department Timber Leaflet,No.1Uganda Forest Department,1969,The Shrinkage of Some Ugandan Timbers,Uganda Forestry Department Timber Leaflet,No.47 
	 
    
	
       
 |