The elasticity and resistance of the materials of engineering (1915)
Burr, William H. (William Hubert), 1851-1934 · New York, John Wiley & Sons, inc.; [etc., etc.] · leaf 825
rectangle the indications of tests arenot so well defined as to the section of failure, but tenta-tively the diagonal section AB may be taken as a closeapproximation for usual proportions. DF is a normalto AB drawn from D. The uniform load on the triangular half ABD of the plate is -— and its… … Fig. 2.Referring to Fig. (2): n=b sin (f) and AB =b sec <]). . . (9)Therefore the moment of inertia of the diagonal section is J _b sec (t)h^^ . pab^ sin </> _ .b sec (ph^ 12 12 Art. 123.]Hence, CIRCULAR PLATES. 769 7 ah sin </> cos 0k=p -— -\ or P sin 0 cos 0. (10) 2/r \2k As is…
Strength of materials · Building materials
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