Water is flowing into and discharging from a vertical pipe U-section as shown in Figure. At flange 1, the pressure is 100 kPa and 30 kg/s flows into the pipe. At flange 2, a 22 kg/s flows out of the pipe. At location 3, 8 kg/s of water discharges as jet to the atmosphere. The weight of the water in the bend is 280 N, and the weight of the bend is 200 N. Determine the total x- and z-forces to be supported by the two flanges of the pipe U-section. 22 kg/s 100 mm 50 mm T 4.0 m 130 kg/s-2 Flange P = 100 kPa -30 mm

Water is flowing into and discharging from a vertical pipe U-section as shown in Figure. At flange 1, the pressure is 100 kPa and 30 kg/s flows into the pipe. At flange 2, a 22 kg/s flows out of the pipe. At location 3, 8 kg/s of water discharges as jet to the atmosphere. The weight of the water in the bend is 280 N, and the weight of the bend is 200 N. Determine the total x- and z-forces to be supported by the two flanges of the pipe U-section. 22 kg/s 100 mm 50 mm T 4.0 m 130 kg/s-2 Flange P = 100 kPa -30 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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