Using the pump selection table below to determine the best pump for thegiven condition:20 Imp.g.p.m100• A flow of 0.01 m³ /s and a head of 25 m20 US.g-p.m200 s 0 100100-80/32100-65/3230065–40/3280-50/32100-80/26125-100/26125-40/265-50/26 80-65/2610050-32/25-1-100/20100-80/20(ft)5-50/2080-65/2065-40/2050-32/20100-80/1680-85/1665-50/16(m)s0-32/16-65-40/1680-65/13S-0/1365-50/1340–32/13202900r/min1414nyhQL/s1250 200 s0* O 10015125-100/16..

Using the pump selection table below to determine the best pump for the given condition: Imp.gpm • A flow of 0.01 m*/s and a head of 25 m US.9-p.m 100-80/2 100-85/32 80-30/32 6-40/32 125-100/26 100-80/26 120 100 50-32/28- 100-80/20 (ft) 80-65/20 65-50/20 65-40/20 50-32/20 (m)

Using the pump selection table below to determine the best pump for the given condition: Imp.gpm • A flow of 0.01 m*/s and a head of 25 m US.9-p.m 100-80/2 100-85/32 80-30/32 6-40/32 125-100/26 100-80/26 120 100 50-32/28- 100-80/20 (ft) 80-65/20 65-50/20 65-40/20 50-32/20 (m)

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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