Give me the detailed solution.Mathematics.(Mechanical) Find the differential of the given function.P = 8LV²dPAdditional MaterialseBookSubmit Answer

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Principles of Heat Transfer (Activate Learning with these NEW titles from Engineering!)

8th Edition

ISBN:9781305387102

Author:Kreith, Frank; Manglik, Raj M.

Publisher:Kreith, Frank; Manglik, Raj M.

Chapter2: Steady Heat Conduction

Section: Chapter Questions

Problem 2.52P

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Do not actually solve the problem numerically or algebraically, just pick the one equation and define the relevant knowns and single unknown. Don’t forget to include direction when called for by a vector variable 12) The air conditioner removes 2.7 kJ of heat from inside a house with 450 m3 of air in it. At a typical air density of 1.3 kg/m3 that means 585 kg of air. If the specific heat of air is 1.01 kJ/(kg oC), by how much would this cool the house if no heat got in through the rest of the house during that time?
Instead of 0.q, you have to use my student ID using the last 3 digits. If the last 3 digits of my student ID are 495.q use 495 instead. Question 2: Equivalent Nodal Forces of 2-D Plane Finite Elements ( For the four-node linear plane element shown below with a uniform surface traction along its side 2-3. You are required to evaluate the force matrix by using the energy equivalent nodal forces. Let the thickness of the element be t= 10 + 0.q mm. T = 20 + 0.q N/mm2 (0, 4) (5, 4) (0, 0) (8, 0) 1 2
4. Please proof the below equations. (hint: please use the lever rule and draw the picture) R C,-C R+S C.-C. C-C, My W. M¸ + M R+S C.-C̟ S %3D =
Points for stress vs strain (in image) Assume the compressive concrete strength (f’c) is 3,000 lb/in2 (psi)Calculate a cubic function (3rd order polynomial – Ax3+Bx2+Cx+Constant)Use this function to create a function that describes the slope of the cubic function (the derivative of thecubic function). This new function allows you to calculate the tangent to any point along the curve. Thetangent is the modulus of elasticity (E). The concrete code provides a formula to calculate E for concrete. That formula is:E = 57,000√??′, where f’c is in units of psi, and E is in units of psi.Use the derivative function you calculated to locate the point on the curve where the slope of the curvematches E using the concrete code formula. Express that stress point on the curve as a percentage ofthe compressive strength of the concrete. Now, calculate the secant modulus for the test case using 1,500 psi (50% f’c) as the arbitrary point onthe curve.Assume fracture occurs at the last point…
Topic: Calculation of stretch: small es. finite deformation Consider the mapping in 2-D only 21 = X1 +7X2 = X1+ u1 82 = (1+e)X2 = X2 + Uz. (1) 1. In terms of y and a compute F, i.e. the Fij's and then compute the Cj = FF.j; recall F = Fi. Now do the following. %3D 2. Take two fibers, viz. dX = e and dY = e2, that is two fibers of unit length along the ej and ez axes, respectively in the reference state. Compute the stretch of dX and dY. 3. Compute the small strains from this mapping with u = 7X2 and ur = eX¡ from above. What would these small strains suggest for the change in lengths of dX and dY? 4. Comment on what you found from the results of 2. and 3. You may want to sketch the deformed state to explain your comments.
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Solve it with Roth table please, I do not understand why when I solve it the third row s^1 is 5K^2+25K+2/(K-3) for the equation:
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The unstretched length of springs AB and AC are 0.8485 m and 3 m, respectively. The weight of the box is 84 N. The system is in equilibrium and the springs are stretched, find the following:a) Force in spring AB and force in spring ACb) Resultant force of the systemc) Direction of resultant from the horizontal

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