For AC Beam Below Determine Moments and Reactions at Supports by Moment Distribution Method. 10 kN'm EI EI 6 m 4 m

Q: D. 445°

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Q: دلها ↓↓ P 7 B vwx What is the Reaction Force induced in the following system at point A, if? Wo = 7…

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A: Step 1: Step 2: Step 3: Step 4:

Q: a) Determine the Ina(x)- b) Determine the Inacy). 30 mm 20 mm 20 mm

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Q: B) Prove that y = (1-n) (1 + wc) GsYw

A: Prove the given equation: γt=1-n1+wcGsγw

Q: 2. A man is pushing a refrigerator. The man weighs 180 lb, and the refrigerator weighs 500 lb. (a)…

A: Data given: μshoes = 0.4μrefrigerator = 0.1 Asked: At what force will the men's shoes begin to…

Q: A= 7420 mm d=252 mm bf = 203 mm tf = 13.5mm tw = 8mm 1x=87·10×106 mm²4 ly = 18.7*10% mm² →→PL 12x254…

A: Determine the fallowing: 1. Rmax 2. Euler's buckling stress 3. Critical buckling stress 4. Allowable…

Q: Determine the moment of inertia with respect to the x-axis. 19 4in 5in I ip 2in lin Show yaur…

A: We will use parallel axis theorem to find the moment of inertia w.r.t to X-axis.

Q: 75° 30° 30° F₁ = 4 kN F₂ Determine the magnitudes of the componets (F2)u=? (F2),=?

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Q: Problem #3: F1 = 150 + A (N) 0.125 m, 0.3 m - 60° 0.25 m F2 = 200 + C (N) 6. Determine the…

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Q: Q.9 Ifn is the ratio of internal and external diameter of a hollow shaft, the ratio of the weight of…

A: Let D= external diameter of shaft d=internal diameter of the shaft n=d/D

Q: Solve the given initial value problem. w" - 4w' + 2w = 0; w(0) = 0, w' (0) = 1 %3D %3D

A: solution given in next step

Q: Find the correction due to tension

A: Length = L= 50mPull applied during the measurements = P2= 50NStandard pull = P1= 25NE= 200000 mPaA =…

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Q: ind [r(t) · u(t)] and [r(t) x u(t)] in two different ways. dt dt r(t) = cos ti + sin tj + tk, u(t) =…

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Q: 3. A block of wood having a volume of 0.034 m'and weighing 300 N is suspended in water as shown. A…

A: Given that-Volume of block- 0.034m2Weight=300NLength of rod=3.4mCross Section= 200 mm2Weight of…

Q: Determine the magnitudes of the componets (F2)u=? (F2),=?

A: Given :

Q: Show that the following equation is dimensionally homogeneous. Use the MLT system. xC + Yc YR y.A

A: Given data : Depth=YR Depth=YC Moment of inertia=IXC Area=A

Q: a 39 3i Blet A= d and B=2a+d 2b+e 2e+5 e g h i e Suose that det A = -3 , Evaluate the deteiminant of…

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Q: Q2/ find ound 으근 as function of and v iF Z= tan (*), X=u Cos v ,y=u SinV /3

A: Given data  Z=tan-1xyx=ucosvy=usinvZ=tan-1cotv So calculate  ∂Z∂u  ∂Z∂u=∂tan-1cotv∂uAs v is constant…

Q: W2 W1 A L2 L3 20 + [A* D] KN W1 = 30 + [ B* c ] kN /m W 2 = + [ c * D] KN /m L1 = 1 + Am 5 + DM L3 ミ…

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A: Given data in question  Load Diameter  Coefficient of thermal expansion  Elasticity modulus…

Q: DETERMINE THE VALUE OF MP.

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Q: 3. The tape shown slides around two fixed pegs each of radius 30 mm as shown. If T1 = (0.1P in…

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Q: Solve for general solution using homogeneous. (x + y)dx – (x – 4y)dy = 0 use x = vy

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Q: II. Solve the first problem but take a=3m and b=4m. Sketch the loading that acts along members BE…

A: Given, Thickness of slab = 200 mm or 0.2 m  a = 3 m  b = 4m

Q: nng. iction. Mblock = 10kg am a m = 100*b N/m

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A: Given: For Steel spring, diameter of wire, d=12mm , number turns, n=22, mean dia= 120mm , G= 83MPa…

Q: Prove that poison ratio is less than(<) than half(0.5)

A: Poissions ration is less than 0.5 and proof is given below

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Q: Analyze the frame by Substitution Method 400 lb VE 500 Ib 30° 30 D FO 12 ft A C 45° B 6 ft- 6 ft

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Q: 20-mm diarueter 0.3 m 0.6 m 60-mm dameter

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Q: A =? P= ? T= ? 17.0 m 7.0m 0.90 m 3.0m

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Field applications of hydraulic conductivity

Hydraulic conductivity is one of the hydraulic properties of soil defined as a measurement of the ability of a porous medium to permit water movement or fluid flow through it. It is denoted by the letter K. It is influenced by the density and viscosity of the fluid. It is also called permeability. Hydraulic conductivity is defined as the ratio of velocity to the hydraulic gradient. The different methods used to determine the hydraulic conductivity are laboratory methods (constant head permeability tests and falling head tests), in-situ field methods (pumping in and pumping out tests), small scale field tests (infiltration tests and slug tests), and indirect methods such as estimation from grain size, consolidation test data, and horizontal capillary test. The pedotransfer function (PTF) method is a specific empirical estimating approach employed in the soil sciences is also used to determine the hydraulic conductivity of the soil.