METERS | FEETMODEL: IA6BJMSIZE: 8" x 6" x 13"RPM: 175076+250PRESSURE MAX: 120 PSIGRAPHIC61+200Ø13," (75 HP)SCALE.70% 75%80% 82%83%60 GPMØ12" (60 HP)84%83%82%80%46+150Ø12%" (50 HP)75%011%" (40 HP)70%65%31+100100 BHPØ10%" (30 HP)NPSHrftm75 BHP60 BHP30+915+5050 BHP30 ВНР40 BHP20+6NPSHr10+3GALLONSPER MINUTELITERSPER MINUTERefer to the system curve drawn on this pump curve. If two pumps are used in series (11 7/16" impellers), what is the expected efficiency (%) for each pump?1136+3002271+600H006 204543+1200아5678+15006414+18007949+2100아9085+240011356+300010 FEET

From the graph, the red line represents the intersection. For 11716'' impellers, the horsepower is…

METERS | FEET 76-250 61-200-013½" (75 HP) 1 Ø12%" (60 HP) THE Ø12" (50 HP) 46-150 al Ø11" (40 HP) 31-100 010" (30 HP) 15-50 GALLONS PER MINUTE LITERS PER MINUTE 1136-300 NPSHr 2271+600 70% 75% 3407-900- 80% 82% 4543-1200 83% 84% 30 BHP 5678-1500 83% 82% 40 BHP 6414-1800 80% 50 BHP MODEL: IA6BJM SIZE: 8" x 6" x 13" RPM: 1750 PRESSURE MAX: 120 PSI 75% 70% 7949-2100- 60 BHP GRAPHIC SCALE. 65% 100 BHP 75 BHP 9085-2400+ 60 GPM 11356-3000 10 FEET NPSH ft m 30-9 20-6 10-3 Refer to the system curve drawn on this pump curve. If two pumps are used in series (11 7/16" impellers), what is the expected efficiency (%) for each pump?

METERS | FEET 76-250 61-200-013½" (75 HP) 1 Ø12%" (60 HP) THE Ø12" (50 HP) 46-150 al Ø11" (40 HP) 31-100 010" (30 HP) 15-50 GALLONS PER MINUTE LITERS PER MINUTE 1136-300 NPSHr 2271+600 70% 75% 3407-900- 80% 82% 4543-1200 83% 84% 30 BHP 5678-1500 83% 82% 40 BHP 6414-1800 80% 50 BHP MODEL: IA6BJM SIZE: 8" x 6" x 13" RPM: 1750 PRESSURE MAX: 120 PSI 75% 70% 7949-2100- 60 BHP GRAPHIC SCALE. 65% 100 BHP 75 BHP 9085-2400+ 60 GPM 11356-3000 10 FEET NPSH ft m 30-9 20-6 10-3 Refer to the system curve drawn on this pump curve. If two pumps are used in series (11 7/16" impellers), what is the expected efficiency (%) for each pump?

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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METERS | FEET MODEL: IA6BJM SIZE: 8" x 6" x 13" RPM: 1750 PRESSURE MAX: 120 PSI 76+250 GRAPHIC 61+200 Ø13," (75 HP) SCALE. 70% 75% 80% 82% 83% 60 GPM Ø12%" (60 HP) 84% 83% 82% 80% 46+150 Ø12%" (50 HP) 75% 70% 65% A 100 BHP Ø11%" (40 HP) 31+100 010%" (30 HP) NPSHr ft m 75 BHP 60 BHP 30+9 15+50 50 BHP 3О ВНР 40 BHP 20+6 NPSHR 10+3 GALLONS PER MINUTE LITERS PER MINUTE Refer to the system curve drawn on this pump curve. If the pump is to move 1200 gpm, what is the estimated NPSH Required by the pump (ft)? 1136+300 2271+600 006+2ODE 4543+1200- 5678+1500- 6414+1800아 7949+2100- 9085+2400- 11356+3000야 10 FEET
METERS | FEET MODEL: IA6BJM SIZE: 8" x 6" x 13" RPM: 1750 76+250 PRESSURE MAX: 120 PSI GRAPHIC 61+200 Ø13," (75 HP) SCALE 70% 75% 80% 82% 83% 60 GPM Ø12" (60 HP) 84% 83% 82% 80% 46+150 Ø12%" (50 HP) 75% Ø11%" (40 HP) 31+100 ø10%" (30 HP), 70% 65% 100 BHP NPSHr ft m 75 BHP 60 BHP 30+9 15+50 50 BHP 30 ВНР 40 BHP 20+6 NPSH. 10+3 GALLONS PER MINUTE LITERS PER MINUTE Refer to the system curve drawn on this pump curve. If two pumps are used in series (11 7/16" impellers), what is the estimated flow rate for the system (gpm)? 1136+300 006+2oE 4543+1200E 5678+150아 6414+1800 7949+2100- 9085+2400- 11356+3000야 10 FEET
Question 2 Problem No.2 A T-beam as shown is reinforced by 8-25mm diameter bars. Assuming fc'-4000psi and fy= grade 60, calculate the following" a. Yield stress of reinforcement b. Moment capacity of the beam Mpa Kn-m
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Recording esc Example Replace the force system in the shown figure by an equivalent resultant force and specify its point of application on the pedestal. Fax 15-19 A participant has enabled Closed Captioning & Who can see this transcript? Recording on X M F8 Fc= 100 lb. F9 FA = 300 lb. 4 in. X prt sc F10 IC ΤΑ home Z FI FB = 500 lb (a) 04_047a_EX20 Copyright ©2016 Pearson Education, All Rights Reserved end IB 4 in. insert 2 in. 4 in. delete Leave (Alt
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3. Prepare and complete the differential level notes for the information shown in the accompanying illustration. Include the customary arithmetic check. 74 (BS) 45 (FS) BM-1 LElov 568.75m) _128 (BS) 3 32 (FS) 185 (BS) 279 事R (FS) 1 66 5 92 (FS) L-35 TP-2 2 08 OF S) 3 05 (BS) -271 (FS) U 83 IBS) TP-3 -1 TP-5
ISA 70*45*6 mm Leg connected=45 F=350KN Gusset plate=10mm