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Design of elevated steel tanks (1911)

Trees, Merle Jay, 1883-1954 · leaf 28

An illustration from Design of elevated steel tanks, 1911, leaf 28
ngent to curve at point considered and a vertical.H - Head in feet from section considered to top of tank.H,= Effective head considering weight of waterand metal below section. [a.) Stresses on Horizontal Joint. Pass a horizontal plane x - x. The totalload tending to rupture the bottom on a… … 12. Total area of section x ~ x = 3.14 x R, neglecting the weight of metal and water below section consider-ed, ^otal load on x - x = p x 3.14 x R,2 x 144. ? The component tangent to curve = p x 3.14 x R, x 144 x seca } - - . - p x 5.14 x R2 x 144 Stress per inch of circumf erence «* „ „ M —…

Building, Iron and steel · Water tanks · Theses

Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.

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