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Determine the horizontal force required to keep the bend stationary. a.233.56 N → b.134.84 N → c.63.51 N → d.36.67 N → Determine the vertical force required to keep the bend stationary. a. 13.87 N 1 b.183.02 N 1 c.156.18 N d.84.84 N 30° 100 kPa 50 mm

Determine the horizontal force required to keep the bend stationary. a.233.56 N → b.134.84 N → c.63.51 N → d.36.67 N → Determine the vertical force required to keep the bend stationary. a. 13.87 N 1 b.183.02 N 1 c.156.18 N d.84.84 N 30° 100 kPa 50 mm

Structural Analysis
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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Water with flow rate of 12 lps from ground level is delivered to upper levels using the 50-mm diameter pipe connection with a 30°-bend as shown in the figure. The combined weight of the bend and the fluid inside it is 50 N. Assume that the difference in elevation due to the bend and the losses through it are negligible. Determine the horizontal force required to keep the bend stationary. a.233.56 N → b.134.84 N → 300 c.63.51 N → d.36.67 N → Determine the vertical force required to keep the bend stationary. a. 13.87 N 1 b.183.02 N t c.156.18 N d.84.84 N↓ 100 kPal 50 mm
Transcribed Image Text:Water with flow rate of 12 lps from ground level is delivered to upper levels using the 50-mm diameter pipe connection with a 30°-bend as shown in the figure. The combined weight of the bend and the fluid inside it is 50 N. Assume that the difference in elevation due to the bend and the losses through it are negligible. Determine the horizontal force required to keep the bend stationary. a.233.56 N → b.134.84 N → 300 c.63.51 N → d.36.67 N → Determine the vertical force required to keep the bend stationary. a. 13.87 N 1 b.183.02 N t c.156.18 N d.84.84 N↓ 100 kPal 50 mm
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