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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 138

An illustration from The elasticity and resistance of the materials of engineering, 1915, leaf 138
aightness, and is not caused by the bending;that portion which is due to the bending, however, is,remembering eq. (5), Art. 23, D=Ca^Cb — lat — a = J> ~^pT Fig. 5 will make clear the corriponent parts of the valueof D in the preceding equation. By the aid of eq. (i) this equation may be written:… … Fig, 5. support b. Now let a similar equation be written for thespan /^, in which the variables x and z will be measuredfrom c toward b. There will then resultE{c^-c,-l/-d) =<[{«.(¥)-«(f)+.ff]. « When the general sign of summation is displaced bythe integral sign, n becomes the differential of…

Strength of materials · Building materials

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