Y In Fig.B, Deter mine the magnitude of the resultant force acting on the screw eye and Its direction measured clock wise from the xx axis. - 60N 25° 60 50° 40 N 50 N Fig. B ar 2021 aL 12.341 1v

Q: A Fig. P12.38 B 30° 12.39 A single wire ACB passes through a ring at C attached to a sphere which…

A:

Q: If another force, Q must be added to the system such that the resultant of the six forces, R is 2…

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Q: 814. (a) For the sbaded area of Fig. compute I. (b) Determine the moment- of incrtia about a…

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Q: page Wire is being drawn at a constant rate from a spool by applying a vertical force P to the wire…

A:

Q: SOLVE ALL EXTERNAT SUPPORT REACTIONS FOR THE BEAMS SHOWN +y 20 kN/m 10 kN A B tx C 4m 4m + 2m--|

A: To find external support reaction

Q: P=200 lb T 30° 45° -12- FIG. P-359, P-360, and P-361. B.

A:

Q: (c) -(2.18) nd) rad I rev =0.347 rev The bob of a pendulum 90 cm long swings through a 15-cm arc, as…

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Q: Determine the centroid of the darkened region.

A: Divide the given area into 4 sections as follows:

Q: 6 K4 14 15KN 2 KN 至- 豆

A:

Q: 10.7 Both members of the truss are W16 x 67 sections. Determine the largest load W that can be…

A: ###Determination of Largest  Load W that can be safely carried by the truss####

Q: Through what distance will body A in fig. P-1408 move in changing its velocity from 6 ft per sec to…

A: We have to determine what distance will body A in fig. P-1408 move in changing its velocity from 6…

Q: Determine the horizontal deflection at E in terms of El for the frame shown.

A:

Q: Refer to Fig. TOS-OM-07. For the indeterminate beam shown, assume El = constant, solve for the…

A: Using moment Distribution method

Q: Q.5. For the frame shown in Fig (5), find the horizontal deflection at (D), and rotation of joint…

A: Given : Frame with EI = constant Horizontal deflection at D = ? Rotation of joint C = ? We will use…

Q: 2 5' 20' SITUATION 01 A 20-lb lighting fixture shown in Fig. ESS4-TE-001 is suspended from the…

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Q: A simple beam of length L has a clockwise moment M at the left support and half of that moment of…

A: Given a simply supported beam has a clock wise moment M at the left support and clock wise moment…

Q: Q.121 A vibrating system of mass 20 ka and spring with stiffness 32 N/mm is viscosly damped so that…

A:

Q: If the toggle shown is added to the tongs of Prob. 6.141 and the load is lifted by applying a single…

A: Given, P = 8000 lb

Q: EI = 3 * 10" KN.m² Q₁/ For the beam shown in fig. (1). Find all moments (Use S.D.M.) 100KN 20KN/m…

A:

Q: The load used in drawing influence line is Uniform Load Unit Load Live load Dead Load

A: mcq question.

Q: 8.58 A 15° wedge is forced into a saw cut to prevent binding of the circu- lar saw. The coefficient…

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Q: d otch-yoke o reciprocating motion of the Rod BC. If OA is rotating at 5 rad/s and has an angular…

A:

Q: 9.89 Determine I, and Iy for the region shown. 90 mm 60 mm 90 mm Fig. P9.89

A: Sketch the shaded region as shown in Figure 1.

Q: For the structure shown below, if E is constant, what is the distribution factor at ?joint B (DFBA)…

A: Finding out distribution factor.

Q: determine the magnitude of each of these components.

A: tanking components along eaxh axis

Q: Determine the deflection at point D of the beam shown in Fig. 7.13(a) by the virtual work method

A: Virtual work method: In the virtual work method, the law of conservation of energy is used to…

Q: 8-1/ The rocker OC drives the rack AB moving up and dowa and the rack AB drives the get whose radius…

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Q: 14 kN/m B A 5 m 3 m- Fig. P9.53

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Q: The boom EF shown in Fig. 6-27 may be considered massless. It is supported by the cables AB and CD…

A: The magnitude of the weight at point F = 500 kgThe coordinates of the points are:-A = (1220, 0,…

Q: Find the location and the intensity of the maximum negative moment from the left end of the beam…

A:

Q: 2 m 18 kN 2 m B 2 m A -36m-| Fig. P6.79

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Q: 1.36 The bell crank, which is in equilibrium under the forces shown in the figure, is supported by a…

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Q: 6.1 through 6.8 Using the method of joints, determine the force in ead member of the truss shown.…

A: Objective: To determine the force in each member of the truss using the method of joints.   In the…

Q: s. 3.6 mm (downwards), 2.0 mm (upwards). EN 2 kN w = 5 kN/m

A: Data Given: EI = 43 x 1012 Nmm2 Asked: Deflection at mid span and at free end using the method of…

Q: Problem 6: 2-12) The two forces shown in Fig. P2-12. 170 N 2 12 Fig. P2-12 210 N Find the resultant…

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Q: Refer to Fig. STA-002. Determine the moment in (kN-m) at D. W = 8 kN/m P =40KN 2.5m 0.3m Fig.…

A:

Q: Q-1 Use the moment-area method to determine the slope and deflection at the free end C of the…

A:

Q: |10 F2 = 160 N F1 = 110 N 15 Fig. 3

A: magnitude = 229.3 Ndirection(θ) = 54.230   explanation is given below

Q: Locate the centroid of the plate area shown in Figure. SN- 121 (SN/10) ft 1 ft 2 ft (MN/10) ft 1 ft

A:

FEA for Dynamic Problems

Finite element analysis or FEA is a computational tool that evaluates the approximate solution for a particular engineering problem. The tools provided by FEA help to evaluate the solutions of partial differential equations (PDEs) computationally following a numerical approach. Solutions of the PDEs can also be performed by following traditional algebraic approaches, but when the problem gets towards the complex side, it becomes very tedious and almost impossible to arrive at the solutions. In such cases, the FEA fulfills the purpose by evaluating the equations following multiple time steps and iterations. The more the time steps and iterations, the more accurate the solution. The solution plotted by FEA analysis and mathematical approaches varies asymptotically.