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 804
pounds per Hnear foot.If g is the load per linear foot of span, the usual expres- sion for the centre deflection is w= ^ -r^-r- Substituting 3S4EI 138X15 for g/ in the form.ula, / = i8o inches, £=30,000,000, Art. ii8.j DEFLECTION IN OBLIQUE FLEXURE. 747 and 7 = 7.94 (moment of inertia of section… … Fig. It is thus seen that the horizontal deflection slightlyexceeds the vertical, in consequence of the major axis ofthe ellipse of inertia being slightly inclined to a vertical 748 MISCELLANEOUS SUBJECTS [Ch. XVI. line, thus causing the inchnation of the neutral axis ofthe section to be relatively…
Strength of materials · Building materials
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