Can I get a solution for this question about fluid mechanics? It is hard to solve 30 This 30 vertical bend in a pipe wi...
30 This 30 vertical bend in a pipe with a 2.5 ft diameter carries water (p 624 lbm/t) at a rate of 31.4 cfs. If the pressure p, is 10 psig at the lower end of the bend, where the elevation is 100 ft, and is 8.5 psig at the upper end, where the elevation is 103 ft, what will be the vertical component of force that must be exerted by the "anchor" on the bend to hold it in position? The bend itself weighs 300 lbf, and the length L is 6 ft. Flow direction Expansion joints to eliminate force transfer between pipe and bend p 2 30° P1 Bend anchor Problem 6.30
30 This 30 vertical bend in a pipe with a 2.5 ft diameter carries water (p 624 lbm/t) at a rate of 31.4 cfs. If the pressure p, is 10 psig at the lower end of the bend, where the elevation is 100 ft, and is 8.5 psig at the upper end, where the elevation is 103 ft, what will be the vertical component of force that must be exerted by the "anchor" on the bend to hold it in position? The bend itself weighs 300 lbf, and the length L is 6 ft. Flow direction Expansion joints to eliminate force transfer between pipe and bend p 2 30° P1 Bend anchor Problem 6.30