RPM: 1750 -250 PRESSURE MAX: 120 PSI GRAPHIC -200 Fø13%" (75 HP) SCALE. 70% 75% 80% 82% 83% 60 GPM Ø12%" (60 HP) 84% 83% 82% 80% -150 Ø12%" (50 HP) 75% 70% 65% Ø11%" (40 HP) -100 100 BHP Ø10%" (30 HP) NPSHR ft m 75 BHP 60 BHP 30+9 50 50 BHP 30 ВНР 40 BHP 20+6 NPSH. 10+3 SM JUTE JUTE 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+20tE 4543+1200 y 5678+1500- 6414+1800- 7949+2100 9085+2400- 11356+3000 10 FEET

Problem 6 Determine the force in each member of the trusses. State if the members are in tension or compression. Assume all members are pin connected. Present the results in a final drawing of the truss that shows the value of each member force and a (T) or (C) to indicate the member is tension or compression. 8 ft 25 k D↓ |6ft- 6 ft B 20 k -6 ft 61 E 10 k -6 ft C

73% 3) The truss shown below in Fig 4.3 is in static equilibrium. Determine the support forces at A and C for this condition. +y 250lb -500lb 10' +x E -250lb 10'- 5'- Fig 4.3 FREE BODY DIAGRAM 250lb C -500lb 10 -250lb 10 tv A Aa W

Hand written and clean writing please

1. Design the cantilever sheet pile wall supporting a loose sand fill as shown in the following Figure. The surcharge is equal to 10 kPa. GWT is at the same height on both sides, and assume yw=10kN/m³. Based on the log spiral solutions, the Ka for the loose sand is 0.3 while the K₂ and Kp for the dense sand are 0.2 and 13.125, respectively. a) For a factor of safety of 2 on the passive resistance, determine the required depth of penetration depth, D. (initial trial with D'=4.2m) b) Determine the bending moment of the sheet pile. c) Select a sheet pile section from the Table 9.1 (E-210x10³ MN/m² and fall-210 MN/m²) 7.0m. D 2.0m Yt = 16.5 kN/m³ $' = 30° Loose sand fill: Yt = 19.5 kN/m3 $' = 30° Dense sand: Yt = 21 kN/m³ $' = 40° q=10 kN/m²

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Plz answer it within 30 min I'll upvote Question is in color part

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Draw the axial, shear, and moment diagram for the frame below. Also sketch the qualitative deflection curve for the frame. Upload your solution in the dropbox. Make sure to show all your work. 15 ft 15 ft 25k A 10 ft –12 k 12k – 10 ft

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