Not sure how to do this one. Would appreciate a full solution, thank you! Given: the pipe shown has a 180° horizontal bend in it,and Dand the20 cm. the discharge of water (P = 1000 kg/m²)in the pipe and bend is 0.35 m³/spressure in the pipe and bend is 100 kPa gage. thebend volume is 0.10 m³ and the bend weighs 400 N.(2)↓DDD↑Find: What force must be applied at the flanges to hold thebend in place?

Diameter of pipe: cmDischarge in pipe: Bend weights: Bend volume:

en: the pipe shown has a 180° horizontal bend in it, water (f=1000 kg/m²) and the 1 and D is 20 cm. the discharge of in the pipe and bend is 0.35 m³/s pressure in the pipe and bend is 100 kPa gage. the bend volume is 0.10 m³ and the bend weighs 400 N. 11 D

en: the pipe shown has a 180° horizontal bend in it, water (f=1000 kg/m²) and the 1 and D is 20 cm. the discharge of in the pipe and bend is 0.35 m³/s pressure in the pipe and bend is 100 kPa gage. the bend volume is 0.10 m³ and the bend weighs 400 N. 11 D

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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The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

Not sure how to do this one. Would appreciate a full solution, thank you!

Given: the pipe shown has a 180° horizontal bend in it,
and D
and the
20 cm. the discharge of water (P = 1000 kg/m²)
in the pipe and bend is 0.35 m³/s
pressure in the pipe and bend is 100 kPa gage. the
bend volume is 0.10 m³ and the bend weighs 400 N.
(2)
↓
D
D
D
↑
Find: What force must be applied at the flanges to hold the
bend in place?

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