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February 12, 2020
Engineering No Comments

(Solved) : Determine Pressure C B Determine Pressure B C Determine X Component Force Divider Due Flu Q40862363 . . .

M Review Water enters the divider fixture through pipe A (diameter, DA= 65 mm) with a velocity magnitude 5 m/s and a pressureA. Determine the pressure at C.

B. Determine the pressure at B.

C. Determine the  x-component of the force on thedivider due to the fluid. Indicate the direction of this componentwith the sign; a negative sign indicating a direction in thenegative x-direction.

D. Determine the y -component of the force needed to maintainthe fixture in place.   Indicate the direction ofthis component with the sign; a negative sign indicating adirection in the negative y-direction.

M Review Water enters the divider fixture through pipe A (diameter, DA= 65 mm) with a velocity magnitude 5 m/s and a pressure 44 kPa. The divider fixture divides the flow into two streams, one exiting through pipe B (diameter, DB = 32 mm and the other exiting through pipe C (diameter, Dc = 52 mm). Pipe B is at angle of @= 30° with respect to the negative) z-axis. The velocity magnitude at C is Vc = 5.625 m/s. The pipes and fixture may be assumed in the horizontal plane and frictional effects may be neglected. DB DC divider Part A Determine the pressure at C.

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Engineering No Comments

(Solved) : Data Ts Kn 3ok 5 M 4m 3 M 05ei Tsei E 220 Gps Using Slope Defledion Egatan Q41127620 . . .

No. Data ts KN 3ok 5 m 4m 3 m 0.5EI t.SEI E 220 Gps using slope Defledion egatan by है।No. Data ts KN 3ok 5 m 4m 3 m 0.5EI t.SEI E 220 Gps using slope Defledion egatan by है।

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Engineering No Comments

(Solved) : Determine Cracking Moment Beam Cross Section Using Given Material Properties B Find Maxim Q40940437 . . .

A. Determine the cracking moment for the beam cross-section using the given material properties. B. Find the maximum moment dA. Determine the cracking moment for the beam cross-section using the given material properties. B. Find the maximum moment due to the loading on the given beam span to determine the following for the given cross-section and material properties. Use linear-elastic analysis procedures and transformed section properties 1. compressive stress in the concrete (tc) 2. tension stress in the bottom steel (fs) 3. compressive stress in the top steel (f’s) 62″ 2.5″ 2#9 fc 4,000 psi y 60,000 psi n 8 4#10 3.0 15″ P 40 kips w 0.5 k/ft 12 12′ 21.5

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Engineering No Comments

(Solved) : Example 57 1 D D 1 Queue Constant Arrival Departure Rates Vehicles Arrive Entrance Recrea Q41079687 . . .

. Example 5.7-1 D/D/1 Queue with constant arrival and departure rates Vehicles arrive at an entrance to a recreational park.. Example 5.7-1 D/D/1 Queue with constant arrival and departure rates Vehicles arrive at an entrance to a recreational park. There is a single gate (at which all vehicles must stop), where a park attendant distributes a free brochure. Vehicles begin to arrive @ 8:00 AM at a rate of 480 veh/h The arrival flow rate declines to 120 veh/hr @ 8:20 AM and it continues at that level for the remainder of the day. The park opens for the service @ 8:05 AM, and the time required to distribute the brochure is 15 seconds per vehicle. If, and assuming DID/1 queuing, describe the operational characteristics of the queue.

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Engineering No Comments

(Solved) : Inverted U Tube Manometer Shown Used Pressure Difference Pointe B Inclined Pipe Water Flo Q40744563 . . .

). An inverted U-tube manometer as shown below is used to pressure difference between a pointe A&B in an inclined pipe throug

Hydraulics

). An inverted U-tube manometer as shown below is used to pressure difference between a pointe A&B in an inclined pipe through which water is flowns. Calculate the pressure difference If the top of manometer is filled of oil of relatine density o.z. Barral – – – •3m — 0.25m 0.15m —- hatar

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Engineering No Comments

(Solved) : Following Figure Sar Intensity Master Image Lab Please Specify Along Track Azimuth Direct Q41147088 . . .

A. The following figure is the SAR intensity of the master image in this lab. Please specify the along track (azimuth) direct

A. The following figure is the SAR intensity of the master image in this lab. Please specify the along track (azimuth) direction and the range direction and discuss the reason (4 marks). Hint: This image is in slant-range (radar) coordinate where the upper left corner is the origin (0,0).

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Engineering No Comments

(Solved) : Describe Role Structural Analysis Structural Engineering Projects B Describe Permanent Te Q40847626 . . .


A. Describe Role of Structural Analysis in StructuralEngineering
Projects.

B. Describe permanent and temporary loads on Structures with
figures and describe the concept of equilibrium in structureswith
figures.

C. Describe the differences between External and InternalForces.

D. Describe Types of supports for 2D and 3D with figures.

E. Describe load combinations for both strength design and
allowable stress design.

F. Explain relationships between loads, shears, and bending
moments with one example

I’m looking for an original answer that gives attention to everypossible aspect

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Engineering No Comments

(Solved) : Consider Thin Closed Cylindrical Pressure Vessel Manufactured Using Filament Winding Fila Q40792597 . . .

. Consider a thin closed cylindrical pressure vessel that is manufactured using Filament Winding with filaments wound at an a

. Consider a thin closed cylindrical pressure vessel that is manufactured using Filament Winding with filaments wound at an angle 0 = 60°. The vessel is 1m long, has an internal diameter of 60cm, and a wall thickness of 10mm. If the cylinder is pressurized to 1.5MPa, determine: • The shear force per unit length along the fibre-matrix interface. • The normal force per unit length along the fibre-matrix inetrface. • The normal force per unit length along the fibre direction.

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Engineering No Comments

(Solved) : Determine Force Reaction Track B Determine Force Reaction Track B Q40456472 . . .

A.) Determine the force of reaction at track A.B.) Determine the force of Reaction at track B
The mobile crane has a weight of 121 kip and center of gravity at G1; the boom has a weight of 29 kip and center of gravity aThe mobile crane has a weight of 121 kip and center of gravity at G1; the boom has a weight of 29 kip and center of gravity at G If the suspended load has a weight of W = 15 kip, determine the normal reactions at the tracks A and B. For the calculation, neglect the thickness of the tracks and take 0 = 30°. (Figure 1) Figure 6 – Provide Fe

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Engineering No Comments

(Solved) : Perform Structural Analysis Using Software Visual Analysis Determine Reactions Maximum Sh Q41152108 . . .

. Perform Structural analysis using the software Visual Analysisto determine the reactions, maximum shear and maximum moment forthe following beams.

Assume pin and roller supports. EI is constant. For each result,compare with results from theoretical equations.

Use l = 15 ft, w = 2 kips/ft, P = 10 kips (where applicable)

(a) Simple Beam – Uniformly Distributed Load

(b) Simple Beam – Load Increasing Uniformly to One End

(c) Simple Beam – Concentrated Load at Center

(d) Cantilever Beam – Uniformly Distributed Load

(e) Cantilever Beam – Concentrated Load at Free End

(f) Beam Overghanging One Support – Uniformly DistributedLoad

(g) Continuous Beam – Two Equal Spans – Uniform Load on OneSpan

(h) Continuous Beam – Two Equal Spans – Uniformly DistributedLoad

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