. Design of elevated steel tanks. Total weight of,tank and roof = 46700$ Vertical Loads at Post Connection to Taiik. Dead Load Water = 208325$ Dead Load Metal = 11675fij 1 Y/ind Load = 3700$ Total = 228700$ Horizontal Thrust Q = 228700 x = 861001Maximum Bending oment ? Qd = x 26100 x 22 x 12 = 472000 # Assume Balcony 27 wide _. _ Moment Flange Stress m Girder = Effective Depth. 472000 = 1830O# Flange Section Required = 18300 -f 10000 = square inches Use 1 - Channel 6 x 8# = square inches 1 Maximum Shear 2 26100 = 13050/r V/eh Section Required = 13050 * 7500 = 1.
. Design of elevated steel tanks. Total weight of,tank and roof = 46700$ Vertical Loads at Post Connection to Taiik. Dead Load Water = 208325$ Dead Load Metal = 11675fij 1 Y/ind Load = 3700$ Total = 228700$ Horizontal Thrust Q = 228700 x = 861001Maximum Bending oment ? Qd = x 26100 x 22 x 12 = 472000 # Assume Balcony 27 wide _. _ Moment Flange Stress m Girder = Effective Depth. 472000 = 1830O# Flange Section Required = 18300 -f 10000 = square inches Use 1 - Channel 6 x 8# = square inches 1 Maximum Shear 2 26100 = 13050/r V/eh Section Required = 13050 * 7500 = square inches Thickness Plate Required- 4- = Use 27 zt Plate. Thichness = yd. 50.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjectbu, booksubjecttheses
