Q6. 30 kN C B A 10 kN/m 3m D E F G 3m >

Q: Determine velocity and the residual pressure at the demand center. Assume f-0.029. DQ-0.75 m/min El.…

A: Given diagram: Friction factor (f) = 0.029

Q: Situation #1 El is Constant (Assume El = 1 kN-m²) Y KN 3 m 7 10 + A X KN 4 m B Y= 32 X= 868 A= 5 4.…

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Q: Determine the minimum magnitude of F for which motion impends if µg = 0.3 а 58.9N c F>0 %3D b 6.00 N…

A: Calculating the minimum magnitude F: F¯=μsNF∵NF=mg=20×9.81=196.2 NF¯=0.3×196.2F¯=58.86 N≃58.9 N

Q: Find degree of static indeterminacy

A: Given data : The number of member in truss structure m=21 The number of Joint in truss structure…

Q: Complete the following differential level notes for a double-rodded line from BM1 to BM2. Show the…

A: Complete the following differential level notes

Q: Five forces are acting on the cantilever beam AB. Find the resultant or a couple acting on the…

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Q: Group A D1 = 130 mm S=0.8 D2 = 6 mm h1= 45 mm Weight of mass = 6 kg Weigh Piston D₁ 04 What is the…

A: GIVEN :   D1=130 mm   D2 = 6 mm   h1 = 45 mm     W =  6 kg    S = 0.8   ρ =1000  kg/m3  To  find :…

Q: Find roller support reaction

A: Given data : The value of Point load P=5 kip The value of point load Q=5 kip The value of Moment…

Q: 03 Figure 03 shows an overhead crane truss supported by pin and roller supports at point A and E.…

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Q: A pipe of Aluminum alloy is subjected to a tensile force F along its longitudinal axis. The pipe has…

A: According to hook's law young modulus E = stress / strain(recoverable) Here given E = 75 Gpa = 75 x…

Q: 3: Determine the magnitude of the Maximum shear force in the beam Vmax = 7.5 kNO Vmax = 50 kNO Vmax…

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Q: Q.5: Locate the maximum Moment at a distance X from the support A Maximum moment at X= 2.0 m O…

A: Given data  UDL Span length  Overhanging beam

Q: Analyze using flexibility Method 2K/H 2 кун нигде 12 A pom To Dsi O = 1 ** B FI=Constant

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Q: Determine the y-component of the resultant of the concurrent forces in kN below. F1 = 252 kN, 01 =…

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Q: nd fy = 415 MPa. Eccentricity is measured along 500 mm dimension. Determine Pu when e=500 mm. A…

A: Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: Use:E= 200 000 MPaI- 500 mm 120 kNim 120 kN/m -20m- -20m 20m

A: According to given data E= 2000000 MPA

Q: 3. Considering the beam loaded as shown below. Assume EI - 50 000 kNm² 2m A B 1m 1m a. What is the…

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Q: Determine maximum  shear stress

A: Given data : Normal stress in X direction (σX)=110 MPaNormal stress in Y direction (σY)=30 MPaShear…

Q: I = 2×105 N/mm². 5 KN "I' 3m 3m Calculate max. 200 mm 400 mm 12 kN/m 5m 12m deflection & Slope 5 KN

A: Given: A continuous beam  Required : Maximum slope and deflection

Q: Determine (Y). D2 Y Q /sec L (m) D1 D2 130 0.8 6.5 0.25 D2 Y D1 + Hg-

A: Given information  Diameter ratio Discharge  Dwflection of manometric fluid. Discharge equation of…

Q: RAy= kN 3) 4m t 3m t2un t

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Q: The W14 x 43 simply supported beam is made of A-36 steel and is subjected to the loading shown in…

A: A simply supported beam with uniformly distributed load (UDL) from point C to point B and a moment…

Q: STA BS HI FS ELEV BM1 1.50 250.3 1.50 ΤΡΙΗ 1.63 2.96 ΤΡ1 L 1.55 2.34 TP2 H 1.24 2.15 TP2 L 1.47 1.90…

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Q: 6:14 HW.pptx H.W. A circular bar having 200 mm? area is subjected to axial loads as shown in Fig.…

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Q: 10t 5t to B A 60° 60 4 cm C 4 cm С 4

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Q: Calculate the sag, relative to A, of the points C and D in the cable shown in Fig. P.5.3. Determine…

A: It is required to find:- Sag at C & D with respect to A And tension in cable segments AB, BC, CD…

Q: The degree of indeterminacy for the structure is given as 24 kN E5 m w = 12 kN/m 10 m to 3A m

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Q: The continuous beam shown below has an internal hinge at point C. The beam is loaded with two…

A: To determine:1) the vertical deflection at C2) the vertical deflection at F3) the rotation at A4)…

Q: In the figure, what is the slope of member EM ? 3 KN 2 KN 6 KN 8 KN 6 KN 2 KN 3 KN 0.50 m J 6 @ 1…

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Q: The beam is subjected to the loading shown. If a = 180 mm, determine the absolute maximum bending…

A: Absolute Max Stress = 105.105 MPaExplanation:

Q: 60N 10 3m 40° 150N A 90N SON P 3. Which of the following single forces is equivalent to the given…

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Q: 5. Determine the internal loads at point D & E 4 11 75 lb/ft

A: Given : Determine the internal load at point D and E ?

Q: Draw free body diagram

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Q: X₁ = 22.79+ |X₂= 60-x₁ 37-21 Z am AV 22-79 X) 37.21 1X ₂ 50 kN/m 60 o 3 15m BY B BH LOWEST POINT…

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