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Ditta 5
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Ditta 4
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Ditta 1
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Ditta 0
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Bogabog
Bogabog (Xymalos monospora)

Family: Monimiaceae

Common names: Bogabog, Chebanatit, Dimu, Kiptassi, Kiptelde, Lemon, Lemonwood, Limoenhout, Mburuno, Mburvno, Mfuru, Mkaliakisumu, Muako, Munyamazhanhi, Murendetti, Muvheti, Nyagazani, Omuhotora, Serweriet, Umveti, Wild lemon

Distributed in: Burundi, Kenya, Nigeria, Rwanda, South Africa, Tanzania, Uganda, Zaire, Zimbabwe (Africa)

Common uses: Agricultural implements, Beehives, Boxes and crates, Brush backs & handles, Cabinetmaking, Carvings, Flooring, Flooring: industrial heavy traffic, Furniture, Joinery, Light construction, Millwork, Moldings, Plywood, Poles, Posts, Pulp/Paper products, Railroad ties, Toys, Turnery, Vehicle parts

Tree size: Trunk diameter is 150-200 cm

Colors: the heart isYellow, Yellow to golden-yellow to orangeand the sapwoodSame as heartwood, Yellow.The grain isStraight, the textureMedium

Natural durability: Susceptible to attack from termites (Isoptera), Susceptible to insect attack

Kiln Schedules: UK=A US=T2D4/T2D3 Fr=1

Kiln Drying Rate: Naturally dries slowly

Drying Defects: Moderate surface checking, Splitting

Ease of Drying: Slowly

Tree Identification: Bole/stem form is buttressed

Blunting Effect: Moderate

Boring: Fairly easy to very easy

Cutting Resistance: Easy to saw

Gluing: Fairly Easy to Very Easy

Mortising: Very Good to Excellent

Moulding: Very Good to Excellent

Movement in Service: Very Good to Excellent

Nailing: Holds nails well, Very Good to Excellent

Planing: Very Good to Excellent

Resistance to Impregnation: Sapwood is moderately resistant

Resistance to Splitting: Good

Response to hand tools: Easy to machine

Turning: Very Good to Excellent Results

Polishing: Very Good to Excellent; Varnishing: Very Good to Excellent;

  • Numerical data Metric
  • Numerical data English
  • Strength properties
  • References
Item Green Dry Metric
Specific Gravity
Density 560 kg/m3
Bending Strength 429 674 kg/cm2
Crushing Strength 275 449 kg/cm2
Hardness 451 kg
Impact Strength 71 cm
Shearing Strength 109 kg/cm2
Stiffness 83 97 1000 kg/cm2
Tangential Shrinkage %
Radial Shrinkage 3 %
Weight 544 432 kg/m3
Maximum Load cm-kg/cm3
Toughness cm-kg
Static Bending kg/cm2
Item Green Dry English
Bending Strength 6111 9589 psi
Density 35 lbs/ft3
Hardness 995 lbs
Impact Strength 28 inches
Maximum Crushing Strength 3916 6397 psi
Shearing Strength 1560 psi
Stiffness 1188 1383 1000 psi
Weight 34 27 lbs/ft3
Radial Shrinkage 3 %
Tangential Shrinkage 7 %

Max. crushing strength = medium
Bending strength (MOR) = low
Shearing strength (parallel to grain) = low
Hardness (side grain) = soft
Shrinkage, Radial = very small
Shrinkage, Tangential = fairly large
Density (dry weight) = 31-37 lbs/cu. ft.
Toughness-Hammer drop (Impact Strength) = low
Modulus of Elasticity (stiffness) = very low
Modulus of Elasticity (stiffness) = low
Shrinkage, Tangential = very small
Shrinkage, Tangential = small
Shrinkage, Tangential = moderate
Shrinkage, Radial = small
Shrinkage, Radial = moderate
Density (dry weight) = 38-45 lbs/cu. ft.
Shrinkage, Tangential = large
Shrinkage, Radial = large
Shrinkage, Radial = fairly large

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]Battiscombe, E.,1926,A Descriptive Catalogue of some of the Common Trees and Woody Plants of,Kenya Colony,Crown Agents for the Colonies LondonBois, P.J.,1966,The Strength Properties of Tanzania Timbers,Tanzania Forest Div. Util. Sec. Moshi Tech. Note, No.35Bolza, E., Keating, W.G.,1972,African Timbers - the Properties, Uses and Characteristics of 700 Species,C.S.I.R.O. Div. of Building ResearchBrenan, J.P.M., Greenway, P.J.,1949,Check-lists of the Forest Trees and Shrubs of the British Empire,Imperial Forestry Institute, Oxford No.5 Tanganyika Territories Part 2Bryce, J.M.,1967,Commercial Timbers of Tanzania,Tanzanian Forestry Division Util. Sec. MoshiEggeling, W.J.,1940,Indigenous Trees of Uganda,Govt. Printer Entebbe UgandaGoldsmith, B., Carter, D.T.,1981,The Indigenous Timbers of Zimbabwe,Forestry Commission, Zimbabwe Research Bulletin No.9Murira, K.,1984,Natural Durability Tests of Tanzanian Timbers 1955 - 1982,Tanzania Forestry Research Institute, Timber Utilisation Research Centre,,Moshi.Scott, M.H.,1935,Weights of South African Growth Timbers,South African Department of Agriculture and Forestry Bulletin,No.145,Forest Products Institute, Forestry Series No.1Scott, M.H.,1953,Utilisation Notes on South African Timbers,South African Forestry Department Bulletin No.36Sim, T.R.,1921,Native Trees of South Africa,Union of South Africa Department of Mines and Industries Memoir No.3Takahashi, 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,1966,Xymalos monospora (lemonwood.mburuno,Tanzania Forest Div. Util. Sec. Moshi - Timbers of TanganyikaUganda Forest Department,1954,The Mechanical Properties of some Ugandan Timbers,Uganda Forest Department Timber Leaflet,No.1Wimbush, S.H.,1950,Catalogue of Kenya Timbers,Govt. Printer Nairobi Kenya
*Come interpretare i dati (manleva su eventuali imprecisioni)