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A 180 degree horizontal bend narrows from a 14in. diameter upstream to a 10in. diameter downstream. If the bend discharges water into the atmosphere at a rate of 20 cfs, determine (a) thevelocity(ft/s)in14-in-sectionofthepipe, (b) thevelocity(ft/s)in10-in-sectionofthepipe, (c) FP (lb), and (d) FR (lb) required to hold the bend in place.

A 180 degree horizontal bend narrows from a 14in. diameter upstream to a 10in. diameter downstream. If the bend discharges water into the atmosphere at a rate of 20 cfs, determine (a) thevelocity(ft/s)in14-in-sectionofthepipe, (b) thevelocity(ft/s)in10-in-sectionofthepipe, (c) FP (lb), and (d) FR (lb) required to hold the bend in place.

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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A 180 degree horizontal bend narrows from a 14in. diameter upstream to a 10in. diameter downstream. If the bend discharges water into the atmosphere at a rate of 20 cfs, determine
(a) thevelocity(ft/s)in14-in-sectionofthepipe,

(b) thevelocity(ft/s)in10-in-sectionofthepipe,

(c) FP (lb), and
(d) FR (lb) required to hold the bend in place.

A 180° horizontal bend narrows from a 14-in.-diameter upstream to a 10–in.-diameter downstream. If the bend discharges water into the atmosphere at a rate of 20 cfs, determine (a) the velocity (ft/s) in 14-in-section of the pipe, (b) the velocity (ft/s) in 10-in-section of the pipe, (c) Fp (Ib), and (d) FR (Ib) required to hold the bend in place.
Transcribed Image Text:A 180° horizontal bend narrows from a 14-in.-diameter upstream to a 10–in.-diameter downstream. If the bend discharges water into the atmosphere at a rate of 20 cfs, determine (a) the velocity (ft/s) in 14-in-section of the pipe, (b) the velocity (ft/s) in 10-in-section of the pipe, (c) Fp (Ib), and (d) FR (Ib) required to hold the bend in place.
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