GRAPHIC 61+200 FØ13," (75 HP) -70% 75% SCALE 80% 82% 83% Ø12%" (60 HP) 84% 83% 82% 80% 46+150 Ø12%" (50 HP) 75% Ø11%" (40 HP) 70% 65% 31+100 Ø10%" (30 HP) 100 BHF 75 BHP 60 ВНР 15+50 50 BHP 40 ВHP 30 ВНР NPSHr GALLONS PER MINUTE LITERS PER MINUTE Refer to the system curve drawn on this pump curve. If the pump is to move 1080 gpm, what size impeller should be specified? O 10 7/16" pump impeller O 11 7/16" pump impeller O 12 3/16" pump impeller O 12 3/4" pump impeller 13 1/," pump impeller 1136+300 2271+600 006+20E 4543+1200 5678+1500 6414+1800 7949+2100 9085 2400

GRAPHIC 61+200 FØ13," (75 HP) -70% 75% SCALE 80% 82% 83% Ø12%" (60 HP) 84% 83% 82% 80% 46+150 Ø12%" (50 HP) 75% Ø11%" (40 HP) 70% 65% 31+100 Ø10%" (30 HP) 100 BHF 75 BHP 60 ВНР 15+50 50 BHP 40 ВHP 30 ВНР NPSHr GALLONS PER MINUTE LITERS PER MINUTE Refer to the system curve drawn on this pump curve. If the pump is to move 1080 gpm, what size impeller should be specified? O 10 7/16" pump impeller O 11 7/16" pump impeller O 12 3/16" pump impeller O 12 3/4" pump impeller 13 1/," pump impeller 1136+300 2271+600 006+20E 4543+1200 5678+1500 6414+1800 7949+2100 9085 2400

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 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
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% 011%" (40 HP) 70% 65% 31+100 100 BHP Ø10%" (30 HP) NPSHr ft m 75 BHP 60 BHP 30+9 15+50 50 BHP 30 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 two pumps are used in series (11 7/16" impellers), what is the expected efficiency (%) for each pump? 1136+300 2271+600H 006 20 4543+1200아 5678+1500 6414+1800 7949+2100아 9085+2400 11356+3000 10 FEET
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
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
4.157 Find the forces in members CD, DH, and HI.
Ở (MPa) 80 60 40 20 0. 0. 0.002 0.004 0.006 0.008 0.01 0.012 Figure 3 CS Scanned with CamScanner
FILE НОМЕ INSERT PAGE LAYOUT FORMULAS DATA REVIEW VIEW X Cut Calibri 11 A A EWrap Text General Ee Copy A - Paste в I U E E Merge & Center $ - %- Format Painter Clipboard Font Alignment Nu E11 X fr =(C10-D11) A В C D E F 1 I. Fill up the table completely & solve the ff. 2 POINT BS HI FS ELEV. 3 Bma 1.23 121.68 120.45 4 TP1 1.15 121.58 1.25 120.43 5 TP2 2.25 120.68 3.15 118.43 ТРЗ 2.45 120.48 2.65 118.03 7 ТР4 1.89 119.73 2.64 117.84 8 ТР5 1.75 119.94 1.54 118.19 9. ТР6 1.82 120.52 1.24 118.7 10 TP7 2.05 120.79 1.78 118.74 11 ТР8 2 121.03 1.76 119.03 12 BMb 1.11 119.92 13 uit 14 1.) Prepare a graph for the ground configuration. 15 2.) Difference in elevation between Bma & BMb 16 3.) Difference in elevation between the highest & lowest point 17
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
R20 24 X-0 Y-0 120 R200 R7 R6
shallow problems.pdf - Adobe Acrobat Reader (64-bit) File Edit View Sign Window Help Home Tools shallow problems.pdf x Required size (0.3) examples shallow f.... ↑ permanent loud 8 / 19 R = 1395 B 2 variable load f YA Q₁ + VA ₂ Q 2 ≤ R 138% 19 +317B³ HN E & D recall 18/A4 = 12/²²) √x. 1 OR ge eur 1.35 (4000) + 1.5 (1500) ≤ 1395B²+31768²32 7650 ≤ 1395B²+31783 2 13958² +31783-7650 20 31783 +1345 B² -7650 20 The cubic equation in B may be solved using standard methods and taking the positive rest. This gives B2 1.95m.
LCM & GCM of 30, 75
3. Submissions must be in pai or jpeg PROBLEM 1: The frame shown is supported with hinges at A and C and a pin at B. Determine the reactions at these supports. A6 On peg wil 800 KN EX tim Im - Im - Iskwilm 300 *** 199 201 4m THE