10KN/m 5kN/m |45KN.m |100kN JE 1.2EI D1.2EI EI B 2EI

Q: The 1.2-kg slider is released from rest in position A and slides without friction along the…

A: Asked: To determine (a) the speed of the slider as it passes position B, and (b) the maximum…

Q: Determine the Moment at A. Use the CONJUGATE BEAM METHOD. Indicate the negative (-) sign if the…

A: Consider the given beam.

Q: Determine the resultant reaction in D in kN using slope deflection method or moment distribution…

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Q: Given: b= 300mm; d= 375mm; d’= 65mm; As’=2D25; As= 6D25 (two layers); fc’=28MPa and fy = 345MPa.…

A: A section is the compression member where the effect of loading results in inward direction load by…

Q: PLATE Ħ 3 CALCULATE eo AND Yo OF THE BEAM LOADED AS SHOWN USING CONJU GATE BEAM METHOD 5KNIM 20KN 30…

A: To determine: Deflection and slope at point C

Q: Part I. GPa, I = 390 x 10° mm“. El for the middle segment is twice of those in the other segments.…

A:

Q: The 2.5-kg collar is at rest in position A when the constant force Pis applied as shown. Determine…

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Q: Collars A and B slide along the fixed right-angle rods and are connected by a cord of length L - 7.5…

A:

Q: 1- Find the deflection curve for the beam shown, then find the reactions at the supports. (Neglect…

A: Solution Spilit the beam into two-part

Q: The force Fis acting along DC. Using the triple product to determine the moment of Fabout the bar…

A: Calculating the moment of F about BA: μ×r×f=μABr×FDC

Q: THIS IS DYNAMICS OF RIGID BODIES

A:

Q: Determine the vertical reaction at point A, B, C, and the maximum deflection using Area Moment…

A: To determine: Ay By Cy Maximum deflection

Q: H.W: (a) Calculate the moment of the 90-N force about point O for the condition = 15°. Also,…

A: Given  F = 90 N angle = 150 length = 800mm and 600mm

Q: Analysis of Statically Determinate Beams roblem 03: raw the shear and moment diagrams for the…

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Q: 75 k 40 k 250 k-ft Hinge E B C D 一12ft一- -12 ft 12 ft - -12 ft

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Q: Moment Distribution Method (MDM) or Slope Deflection Method (OAM) Analyze the two-storey frame shown…

A: Step 1

Q: The tension developed in wires CA and CB required for equilibrium of the 10-kg cylinder. Take 0 =…

A: Given data: Two wires and a 10 kg cylinder are in equilibrium condition. Tension in wires CA and CB…

Q: Could you help me solve this question please? It is statics. Thanks.

A: Draw FBD:

Q: Determine the magnitude of the moment of the forceF = {50i - 20j - 80k} N about the base line CA of…

A: Given:- F = 50i - 20j -80k To find:- MCA

Q: What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C? 20 kN/m 60…

A: Given data in question  UDL Span member length  Settlement  To find out  Fixed end moment of AB

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

A: Using moment Distribution method

Q: D 3rd. G H ZK K. L M P. 1.St. そ20 そとo-30 つ!

A: Assumption  Point of contraflexure occur at the middle points of the members.

Q: For the beam and loading shown, use discontinuity functions to compute: (a) the deflection VA Of the…

A:

Q: assume EI is constant. 2 k/ft What is MAB in k-ft? 180 24ft -108 Select the correct response: B ₁12k…

A:

Q: Calculate the value of the vertical reaction at support A of the frame shown below. Answer is in one…

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Q: 10 kip/ft 50 kip ft A 5 ft 5 ft The simply-supported beam above is subjected to a uniformly…

A: Apply equilibrium condition : ∑MB=0RAY×10-10×5×(52+5)+50=0RAY=32.5 kip

Q: Determine the member end moment and reactions for the continuous beam shown below by the…

A: Fixed end moment: MAB¯=MBA¯=0MBC¯=-20×48==-10 KN-mMCB¯=20×48=10 KN-mMCD¯=MCD=-5×7×72=-122.5 KN-m

Q: The beam in Figure P13.7 is indeterminate to the second degree. Assume the location of the minimum…

A: Solution: Draw the free body diagram of beam: Assume the point of inflexion at a distance of 0.25L…

Q: MOMENT DISTRIBUTION METHOD. Solve the member (internal) moments of the continuous beam below: 30 kN…

A:

Q: Collars A and B slide along the fixed right-angle rods and are connected by a cord of length L = 4…

A: Consider the free body diagram;

Q: Using a ring collar, the 75-N force can act in thevertical plane at various angles θ. Determine the…

A: Given: Force on vertical plane = 75 N

Q: SET 5: 100 kN w = 40kN/m С 5m Зт р A 8m OB 10т THREE MOMENT EQUATION METHOD 14) What is the maximum…

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Q: A Differential manometéř Is ne points A and Bat the centre of two pipes. he pipe A(left limb)…

A:

Q: Consider the beam in the figure without the applied load. If support C settles 24mm and support A…

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Q: For the structure shown below, the fixed- :end-moment at joint C (FEM CB) is 20 kN/m 60 kN E C +…

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Q: Q1: Determine the maximum live moment at C caused by the moving load for the beam shown in Fig. (1).…

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Q: 20KN/m P2=40とN A=70° um メ 1- Find the support reactions of the simple beam 2- Fnd internal force…

A: Fy=0Va+Vb=150sin70°+80×7+20×1.5+70= 796.95 KN Mb=0Va×7-20×1.5×7.75-80×3.5×7-150×sin70°+70×2=0…

Q: A hollow aluminium shaft of 80 mm outer diameter & 60 mm inner diameter is rotating @ 5 Hz when…

A:

Q: For the beam and loading shown, use discontinuity functions to compute: (a) the deflection VA Of the…

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Q: An 8m beam is support at the left end by a hinge and a roller 6m from the the hinge. The beam…

A: Simply supported beam with varying load is given in the problem  Uniform Varying Load with 10kn-m…

Q: From the figure shown: 1S KN/n 1Om. ir 1What is the I- 2 m. moment at midspan Find the dista ce x,…

A: Note: Hi! Thank you for the question As per the honour code, We’ll answer the first question since…

Q: For the beam shown in Figure ST-089, compute the value of the maximum moment. 12 kN 10 kN/m A C 4 m…

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Q: Determine the linear impulse of the block at t = 3 seconds. %3D

A:

Q: For the beam and loading shown, use discontinuity functions to compute: (a) the deflection VA of the…

A:

Q: Pavce P P1/calcu late the value of forceep Such that the vartical and hovizontal displacement at…

A:

Q: Determine angular velocity of the bar, [rad/s], when it goes through horizontal position? The bar,…

A: Given :                                   WA = 100 lbL = 3 ftM = 20 lb-ftF = 50 lblo = 1.2 ftk = 7…

Q: Problem 7.5 For the cantilever beam shown, it is required to determit the point where two bars…

A:

Q: An experimental device imparts a force of magn- tude F = 225 N to the front edge of the rim at A o…

A:

Q: Determine the smallest force P subjected at the wedge B that is required to lift the B Newton crate…

A: Given, B=465 N μ=22÷100=0.22 H=12 We need to find out P.

Q: Determine the ff unknowns on the beam shown belon using Area-moment method consider 150mm x 150mm…

A: Moment Area Method : The moment area method is used to derive the slope, rotation, deflection of…

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.