2.2 2.5 H 5.9 (2) 16 in 16 9.211 7.9 12 12 (1) 9.1 (2) 8.7 (3) 8.5 (4) 20(1) 3.5 (2) 3.2(3) 3,2 (4) 20 7.0(1) 84 (2) 9.1

[answerhappygod]

2 2 2 5 H 5 9 2 16 In 16 9 211 7 9 12 12 1 9 1 2 8 7 3 8 5 4 20 1 3 5 2 3 2 3 3 2 4 20 7 0 1 84 2 9 1 1 (22.91 KiB) Viewed 44 times

2 2 2 5 H 5 9 2 16 In 16 9 211 7 9 12 12 1 9 1 2 8 7 3 8 5 4 20 1 3 5 2 3 2 3 3 2 4 20 7 0 1 84 2 9 1 2 (13.03 KiB) Viewed 44 times

2.2 2.5 H 5.9 (2) 16 in 16 9.211 7.9 12 12 (1) 9.1 (2) 8.7 (3) 8.5 (4) 20(1) 3.5 (2) 3.2(3) 3,2 (4) 20 7.0(1) 84 (2) 9.1 (3) 9.3 (4) 4.7 (1) 6.1 (2) G.8 (3) 7.0 (4) w 13 (1) 15.9 (21 16.3 (3) 16.5 (4) 7511) 1.6 (1) 1.4 (2) 1.0 (3) 1.6 14: (2100 25 9.5 (3) 2.3 (7) 20 05 (11 0.8 (21 04 (3) 0.4 (4) 0.5 1.011) 1.113) 3.9 (2) 1114) 70

17- determine the pressure at point G in the skeletonized system shown in Figure P-17-25 on page 17-50. The flow rate shown is the fire demand plus the domestic flow. Is the pressure adequate for fire supply? Assume that the elevations at all of the junctions are the same.