Report On the Results of Mechanical Tests Carried Out On Some Malayan Timbers

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The air dry weight of an}' of the timbers can be obtained by adding 12 per cent, to 15 per cent, to the oven dry weight.
4. The results of the tests have been grouped together in batches, each batch bpin' composed of several specimens obtained from one tree and the average, maximum and minimum figures (excluding results obtained from damaged specimens) for oven-dry weight elastic limit, modulus of elasticity and modulus of rupture have been tabulated. By comparing the average with the maximum a
...nd minimum figures given an idea of the reliability or otherwise of the limber can be obtained. The strength of an}' wood (the modulus of rupture) appeal's to bear a distinct relation to its weight. This relationship is fairly well expressed by the linear equation: R = . 1. 5-1- w " R " being equal to the modulus of rupture in tons per square inch and " w" being the oven dry weight of one cubic foot of the timber. An equation which is more cumbersome to use, but which appears to express the relationship rather more accurately is of the form n R=a w " a " and " n " hei'iiii 1 constants.

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