The pipe bend shown is in a horizontal plane. Oil with8=0.86 enters the realucing baned seetion A with a velocityof 3.2 mls, and a pressure of 150K Pa.e Determine thefulce required t hold the bend in place3.2 mls30section A

Given: dA=150 mm dB=100 mm. vA=3.2 ms. Calculation: By using the continuity equation,…

The pipe bend shown is in a horizontal plane. Oil with. 3=0.86enters the relucing. boned section A with a velucity of 3.2 mls, and a of 150KP... Determine the pressure force required to held the bend in place

The pipe bend shown is in a horizontal plane. Oil with. 3=0.86enters the relucing. boned section A with a velucity of 3.2 mls, and a of 150KP... Determine the pressure force required to held the bend in place

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

The pipe bend shown is in a horizontal plane. Oil with
8=0.86 enters the realucing baned seetion A with a velocity
of 3.2 mls, and a pressure of 150K Pa.e Determine the
fulce required t hold the bend in place
3.2 mls
30
section A

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