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Design of elevated steel tanks (1911)
Trees, Merle Jay, 1883-1954 · leaf 104
8700$ Horizontal Thrust Q = 228700 x 0.114 = 861001Maximum Bending oment ■ 0.68 Qd = 0.68 x 26100 x 22 x 12 = 472000 # Assume Balcony 27 wide _. _ Moment Flange Stress m Girder = Effective Depth. 472000 25.73 = 1830O# Flange Section Required = 18300 -f 10000 = 1.83 square inches Use 1 - Channel 6 x… … 50.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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