Which British Standard outlines the BIM Level 3 maturity level? BS 1088 BS 1192 (now ISO 19650) BS 1881 BS 6008 49°F Sunny

Q: 1. Draw the shear and moment diagrams for the compound beam. 2m 5 kN/m -1 m D

A: Given a compound beam with a uniformly distributed load.  Draw the FBD of each part. Then using…

Q: The uniform beam has a mass of 54 kg per meter of length. Determine the reactions at the supports. A…

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Q: DOUBLE INTEGRATION METHOD Problem 614 For the beam loaded as shown in Fig. P-614, calculate the…

A: To determine -  Slope at the right support.

Q: Use the virtual work method to determine the slope and deflection at point D of the beam shown. 15 f…

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Q: In a constant head permeability test, the quantity of water collected is 380 ml in 12 minutes under…

A: Given data: Quantity of water is 380 ml Time, t = 12 min. = 720 sec. Q=380×103720=5.27×10-7…

Q: A tensile load of 75,000 lb is applied to a metal bar with a 0.8 in. x 0.8 in. cross-section and a…

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Q: 5. Given the beam loaded as shown, determine the deflection at the midspan in terms of EI. Use Area…

A: Given data  Find mid-span deflection using Area Moment method

Q: Problem no. 2. A wheel of carries a load of 1000kg, as shown in figure. a. Determine the horizontal…

A: Given Data:Load = 1000kgR=10mBlock = 5m×7m

Q: A 3-hour storm on a small drainage basin produced rainfall intensities of 3.5 cm/hr 4.2 cm/hr and…

A: Given data: A 3-hour storm on a small drainage basin produced rainfall intensities of 3.5 cm/hr, 4.2…

Q: The dashed parallelogram is created deforming the square. Do the following calculation: a. normal…

A: Data given Find:  (a) Normal strain at line that links point B to half way between C and D (b)…

Q: PROBLEM NO. 1 (Beam) Determine the determinacy and stability of the beam and the reactions at the…

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Q: A packing crate of mass 40 kg is pulled by a rope as shown. The coefficient of static friction…

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Q: If you were to design a target to have low specular RCS, how would you proceed? (A) Design your…

A: Radar Cross Section (RCS) : The effective area that intercepts an amount of incident power that,…

Q: Determine the net area of the W12×16 shown, assuming that the holes in bolts. in flange the above he…

A: Data given-  calculate diameter of each hole    dh =1  calculate radius of each hole      rh =dh2…

Q: 30 kN A - 6 m 12 kN/m FANTASIUN MART 12 m "B 6 m √ 20 kN T 4 m

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Q: . 10, No. 20, No. 40, No. 60, No. 100, and N- ercise Table 7.1 provides the weight of m d on each…

A: standard sieve No. sieve opening(mm) weight retained (g) % retained on sieve % passing sieve…

Q: A tensile load of 75,000 lb is applied to a metal bar with a 0.8 in. x 0.8 in. cross-section and a…

A: Given that : Tensile load = 75,000 lb  Cross section = 0.8 in. x 0.8 in.  Gage length = 2 in.…

Q: Cable AB passes over the small ideal pulley C without a change in its tension. What length of cable…

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Q: Using the method of section, determine the force in members FG, EG, and EH.

A: Given:-trussTo find:-forces in members FG,EG,EH

Q: A cantiliver beam Cm long carries a uniformly distributed load of 18 kN/m throughout its length and…

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Q: Calculate the support reactions and draw the shear and moment diagram for each beam shown below…

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Q: 3. The tension member is fastened together using a single bolt as shown. The bolt has a diameter of…

A: Given : Dia of bolt = 0.6 in. Allowable shear stress for bolts = 8ksi Allowable average normal…

Q: 6. The room pictured has the following absorption coefficients at 500 Hz: Floor: Carpet, a = 0.14…

A: Given: Absorption Coefficients: 1. For Floor: α=0.14 2. For Ceiling:  α=0.70 3. For walls: α=0.10

Q: show that: 1- Se= Gs Wc

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Q: Three bars, hinged at A and D and pinned at B and C as shown in figure, form a four- link mechanism.…

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Q: e act at a point in a stressed body. Using the equilibrium equation approach, determine the normal…

A: Given:- stresses in figure To find:- normal and shear stress

Q: From field notes of a closed traverse shown below, adjust the traverse using Transit Rul e area…

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Q: Complete the table below. LINE BEARING DIST (M) AB N 58° 46.9' E 38.588 37.736 BC S 57° 59.7' E CD S…

A: Line Bearing Azimuth from North  θ Distance  l Latitude = l cosθ Departure = l sinθ AB N58°46.9'E…

Q: The value of M in the beam ABC shown in the figure is such that the joint B does not rotate. 30 kN/m…

A: Given data- Beam ABC with shown load is given. To Find- The value of support reaction at B.

Q: Problem 3 Compute the nominal compressive strength of the member shown. Use the theoretical value…

A: Given data: Length of column, L=14 ft Grade of column section, A572 Grade 55, Fy=55 ksi Section…

Q: Classify the shown structures; indicating whether stable or unstable. If stable, indicate whether…

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Q: R₁ B C D E F NMA d b c e 6 at 8.10m = 48.60m 8.4m f 35N 175N 30N 130N II II 4.8m 4.8m 18 ल्वे R₂…

A: The given truss is statically determinate and can be analyzed using the equations of equilibrium.…

Q: What is the horizontal reaction at C? What is the moment at point A?

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Q: A hydraulic press has a ram of 15 cm diameter and plunger of 1.5 cm. It is required to lift a weight…

A: Given- Ram diameter D=15 cm, Plunger diameter d=1.5 cm, Weight F1=1000 kg,

Q: Determine the reactions at the supports. 3m m 800 N/m 3 m-

A: Given data:-

Q: Problem 3 A vertical parabolic summit curve has grades of 2% and + 4% which intersects at station…

A: Solution: Given: SSD=145m n1=4%=0.04 n2=-2%=0.02 N=n1+n2=4+(-2)=2%=0.02 Reaction time  (t)=2.4s…

Q: Work out the quantity of steel in a 5m long simply supported beam of size 150 X 400mm overall.…

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Q: 14 34 180 16 !!!! 8ft 12/5 lb 4 ft 73 lb/ft Determine a. location of maximum deflection. b maximum…

A: The given beam is a statically determinate beam and can be analyzed using the equations of…

Q: Consider two axially loaded columns, namely, 1 and 2, made of a linear elastic material with Young's…

A: Given- Two axially loaded columns 1 & 2, Young's modulus E=2×105 MPa, Square cross-section of…

Q: Classify each of the following trusses as unstable, statically determinate, or statically…

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Q: Determine the reactions at A and D of the beam shown. Present detailed drawings/FBD’s illustrating…

A: Given Data  Find support reaction at A and B.

Q: 2. Method of Joints: Using the method of joints (no other method is acceptable), determine the…

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Q: A flexible shaft consists of a 0.20-in-diameter steel wire encased in a stationary tube that fits…

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Q: Four people are attempting to move a stage platform across the floor. If they exert the horizontal…

A: To find resultant force and it's intercept on x and y axis

Q: large soil sample obtained from a borrow pit has a wet mass of 26.50kg. the in – place volume…

A: Given data  Large Sample Size Mass of wet soil (M) = 26.50 kg  Volume of soil (V) = 0.013 m3…

Q: What is the magnitude of moment at 1m from the support of the beam? (N.m) (Answer format = +/-****)…

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Q: From the field notes of a closed traverse shown below, Lines Bearing Distances AB N 53°27' 0"E BC S…

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Q: Determine the value of El y at the right end of the overhanging beam. (using Conjugate Beam Method)…

A: Given data  Question-1 Question-2  Find EIy at right end (deflection at C) using conjugate beam…

Q: *4-4. Determine the moment about point A of each of the 4 three forces acting on the beam.

A: Given that : Determine the moment about point A ?

Q: What do they mean about cradle-to-grave? Cradle-to-gate? Cradle-to-cradle? Explain what they are…

A: Solution: 1. Cradle-to-grave: This is a kind of analysis that defines the life cycle assessment…

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.