Estimate water demand for junction 2: A= 100 L/cap. Day, 3*10 cap./km?. E= 71 L/cap. Day, 2*10 cap./km? B= 50 L/cap. Day, 2*10 cap./km?. F= 20 L/cap. Day, 5 10 cap./km? C= 40 L/cap. Day, 4*10 cap./km2. G= 31 L/cap. Day, 3*10 cap./km? D= 80 L/cap. Day, 3*10 cap./km?. K= 42 L/cap. Day, 4*10* cap./km? R= 25 L/cap. Day, 5*10 cap./km?. If: zone A 2 story, E 3 story, K 6 story, D 1 story, and zones(B,F,G,C and R) = 4 story 220m 220m 40m K D 40m A G 20m 20m E 40m K 220m B R A

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Estimate water demand for junction 2:
A= 100 L/cap. Day, 3*10 cap./km2.
E= 71 L/cap. Day, 2*10 cap./km?
B= 50 L/cap. Day, 2*10 cap./km?.
F= 20 L/cap. Day, 5*10 cap./km?
C= 40 L/cap. Day, 4 10 cap./km?.
G= 31 L/cap. Day, 3*10 cap./km?
D= 80 L/cap. Day, 3*10 cap./km?.
K= 42 L/cap. Day, 4*10* cap./km?
R= 25 L/cap. Day, 5 10 cap./km?.
If: zone A 2 story, E 3 story, K 6 story, D 1 story, and zones(B,F,G,C and R) = 4 story
220m
220m
40m
A
K
40m
20m
20m
C
40m
K
220m
C
A
B.
R
Transcribed Image Text:Estimate water demand for junction 2: A= 100 L/cap. Day, 3*10 cap./km2. E= 71 L/cap. Day, 2*10 cap./km? B= 50 L/cap. Day, 2*10 cap./km?. F= 20 L/cap. Day, 5*10 cap./km? C= 40 L/cap. Day, 4 10 cap./km?. G= 31 L/cap. Day, 3*10 cap./km? D= 80 L/cap. Day, 3*10 cap./km?. K= 42 L/cap. Day, 4*10* cap./km? R= 25 L/cap. Day, 5 10 cap./km?. If: zone A 2 story, E 3 story, K 6 story, D 1 story, and zones(B,F,G,C and R) = 4 story 220m 220m 40m A K 40m 20m 20m C 40m K 220m C A B. R
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