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Amphon Johnson

Amphon J.

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Viewed Questions

Determine the moment of inertia for the shaded area about the $y$ axis.

Determine the moment of inertia for the shaded area about the $y$ axis.

Engineering Mechanics: Statics and Dynamics

Determine the maximum horizontal force $\mathbf{P}$ that can be applied to the 30 -lb hoop without causing it to rotate. The coefficient of static friction between the hoop and the $\operatorname{surfaces} A$ and $B$ is $\mu_{s}=0.2,$ Take $r=300 \mathrm{mm}$.

Engineering Mechanics: Statics

Three cables are connected at $A,$ where the forces $P$ and $Q$ are
applied as shown. Knowing that $Q=0,$ find the value of $P$ for which
the tension in cable $A D$ is 305 N.

Three cables are connected at $A,$ where the forces $P$ and $Q$ are applied as shown. Knowing that $Q=0,$ find the value of $P$ for which the tension in cable $A D$ is 305 N.

Vector Mechanics for Engineers: Statics and Dynamics

Statics of Particles

Forces and Equilibrium in Space

Determine the coordinates of the centroid of the shaded area.

Meriam's Engineering Mechanics: Statics

Questions asked

ANSWERED

Luke Humphrey verified

Numerade educator

Determine the coordinates of the centroid of the shaded area in Figure 1 (10 pts). a) x? (5 pts) b) ? (5 pts) Figure 1

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ANSWERED

Melissa Munoz verified

Numerade educator

4) Determine the coordinates of the centroid of the shaded area in Figure 4 using Integration Method (25 pts). a) ( ar{x} ) (12.5 pts) b) ( ar{y} ) (12.5 pts)

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INSTANT ANSWER

1) As a part of semester project, a group of students in ENGR 2001 class is tasked with designing the loaded Truss Bridge shown in Figure 1. Students are required to perform member force analysis calculations using the Method of Joints. a) Draw the Free Body Diagram (FBD) of the complete truss and use this diagram to determine the reaction forces at the supports A and D. Note the truss is supported by a roller at D (5 pts). Using the Method of Joints, determine the forces in members: b) AB (5 pts) Figure 1 c) BF (7.5 pts) d) \( \mathrm{BE}(7.5 \mathrm{pts}) \) State whether the members are in tension or compression.

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ANSWERED

Jonathon Brumley verified

Numerade educator

19. Determine the coordinates of the centroid of the shaded area.

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ANSWERED

Bcrypt_Sha256$$2B$12$We1Wwocamog01O5I.V2Tkouxdh4Ofnmgpwkor7Leaonfpu0Ubfpua Bcrypt_Sha256$$2B$12$We1Wwocamog01O5I.V2Tkokttmmj7Lscvwvlptp4Rlhbswcdg9.Wy verified

Numerade educator

18. Determine the coordinates of the centroid of the shaded area. 18. ar{x}=frac{3}{8} b and ar{y}=frac{3}{5} b

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ANSWERED

Jonathon Brumley verified

Numerade educator

16. Determine the coordinates of the centroid of the shaded area. 16. x = 3/5 b and y = 3/8 a

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ANSWERED

Brandy Heflin verified

Numerade educator

12. Determine the range of mass ( m_{2} ) for which the system is in equilibrium. The coefficient of static friction between the block and the incline is ( mu_{s}=0.25 ). Neglect friction associated with the pulley. Case I: motion impends up the incline: ( m_{2}=1.36 m_{1} ) Case II: motion impends down the incline: ( m_{2}=0.12 m_{1} ) [ 0.12 m_{1} leq m_{2} leq 1.36 m_{1} ]

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ANSWERED

Luke Humphrey verified

Numerade educator

9. Determine the forces in members CD, CK, and LK of the Howe roof truss shown in Figure. Answer: Force in members, Ay = 1400 lb ? CD = 1510 lb (C) CK = 448 lb (C) LK = 1620 lb (T)

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INSTANT ANSWER

7. Each truss member in Figure has a length of \( 4 \mathrm{~m} \). Find the forces in members BC, CG, and FG. 7. Force in members, \( \mathrm{E}_{\mathrm{y}}=34 \mathrm{KN} \uparrow \) and \( \mathrm{A}_{\mathrm{y}}=38 \mathrm{KN} \uparrow \mathrm{A}_{\mathrm{x}}=0 \) \[ \begin{array}{l} \mathrm{BC}=26.6 \mathrm{KN}(\mathrm{C}) \\ \mathrm{CG}=9.24 \mathrm{KN}(\mathrm{C}) \\ \mathrm{FG}=31.2 \mathrm{KN}(\mathrm{T}) \end{array} \]

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ANSWERED

Luke Humphrey verified

Numerade educator

5. Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation which contains that force as the only unknown. BC = 21 kN (T) BE = 8.41 kN (T) EF = 29.5 kN (C)

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