Pocketbook of Useful Formulæ and Memoranda
for Civil and Mechanical Engineers

Forfatter: Guilford L. Molesworth

Sider: 744

UDK: 600 (093)

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Side af 764 Forrige Næste
128 ,. , «1 S'] are respectively above and below axis in unsymmetrical figures. SECTIONS. INEBTIA AREAS. MOLESWORTHS J/OCKET-ßoOK Moment of Inebtia. (Graphic Construction.) D = Distance of edge of section from neutral axis ■ g - Distance of centre of gravity of each section ot the “ inertia area ” from the neutral axis. a = Section of “inertia area” above or below neutral axis. 1 = Moment of inertia = 2 D a g- in symmetrical ngures. I D a g + D] ax gx, where D a g and D. dimensions __ ’ the neutral To form the “in- ertia area ” divide the section into any convenient layers, drawing horizontal lines to represent the layers and neutral axis. On a horizon- tal line distant D from the neutral axis set off from any ver- tical line represent- ing the widths of each layer respec- tively, and from the widths thus set off draw lines radiating to the point of in- tersection of the ver- tical line with the neutral axis, then the intersection of these radiating lines with the respective horizontal lines of each layer will give points in the line which limits the “ inertia area.”