b and c (fig. 95),the support b being midway between the others. The twospans A b and b c are each loaded ^vith different weights, * This investigation is extracted from the 9th volume of the Proceedings of theInstitution of Civil Engineers, 1851. Mr. Pole has given a more extended inves-tigation… … njB.i, 1*3 P U6 ADAPTATIOX OF MALLEABLE-IRON BEAMS OR GIRDERS To determine the deflection curve of the beam, and thestrength of the part a b. Let I = A B or B c = the length of each opening. fj, = weight per lineal unit distributed over space A b.Let fi^ = Weight over space b c. pressures upon the…
Building, Iron and steel
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