b.
The boundary conditions for the support at A can best be described as…
Group of answer choices
@X=0, dY/dX=0
@X=0, Y=0 and dY/dX=0
@X=0, there are no boundary conditions
@X=0, Y=0
please answer a and b
Part A :-
At roller support B only deflection will be equal to zero.
The boundary condition is @ x= L, Y=0.
Part B :-
At fixed support A both deflection and slope will be equal to zero.
The boundary condition is :-
@ x=0, Y=0 and dY/dX = 0.
b. The boundary conditions for the support at A can best be described as… Group of...
Question 12 For the propped cantilever beam loaded as shown W A OB L- The boundary conditions for the support at A can best be described as... @X=0, Y=0 @X=0, there are no boundary conditions @X=0,dY/dX=0 @X=0, Y=0 and dY/dX=0
Question 13 For the propped cantilever beam loaded as shown W А OB - L- The boundary conditions for the support at B can best be described as... @X=L, DY/dX=0 @X=L, Y=0 @X=L, Y=0 and dy/dX=0 @X=L, there are no boundary conditions
For the propped cantilever beam loaded as shown W A OB L- The vertical support reaction at B will be greater than the vertical support reaction at A. True False
Problem statement Beam Deflection: Given the elastic deflection equation for a beam with the boundary and loading conditions shown below, determine the maximum downward deflection (i.e. where dy/dx = 0) of a beam under the linearly increasing load wo = 10 kN/m. Use the following parameter values: L = 10m, E = 5x108 kN/m², 1 = 3x10-4 m4. Use the initial bracket guesses of XL = 0 m and xu = 10 m. Wo. wol(x5 + 2L?x3 – L^x), (1)...
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Questions 23 through 31 (2 points each): The cantilever beam AB shown below is loaded with a constant distributed load of 2000 N/m. The beam is 0.2m high by 0.1m wide. It is made of an elastic material with Young's modulus E-80 GPa and Possion ratio v-0.3. У 2000 Nm 6m Im 29) The slope of the deformed beam dy/dx at point A is approximately 30) The slope of the deformed beam dy/dx at point B is approximately 31) The...
Question 1 LO1, PO1 A deflection of a beam is described as dy dy 40d 13y=re dr? dx 1) Solve the general solution. [32 marks] i) Calculate the relationship between y and x using initial conditions | x = 0, y = 0, "v/dt = 0] [8 marks] Enter your answer ON 99+
1. A uniform horizontal beam OA, of length a and weight w per unit length, is clamped horizontally at O and freely supported at A. The transverse displacement y of the beam is governed by the differential equation d2y El dx2 w(a x)- R(a - x) where x is the distance along the beam measured from O, R is the reaction at A, and E and I are physical constants. At O the boundary conditions are dy (0) = 0....
(a) Let S be the area of a bounded and closed region D with boundary дD of a smooth and simple closed curve, show that S Jlxy -ydx by Green's Theorem. (Hint: Let P--yandQ x) (b) Let D = {(x,y) 1} be an ellipse, compute the area of D a2 b2 (c) Let L be the upper half from point A(a, 0) to point B(-a, 0) along the elliptical boundary, compute line integral I(e* siny - my)dx + (e* cos...
Solve equation (4) in Section 5.2 FIdywx) dxA (4) subject to the appropriate boundary conditions. The beam is of length L, and wo is a constant. (a) The beam is embedded at its left end and simply supported at its right end, and w(x) wo, 0 < x < L. усх) (b) Use a graphing utility to graph the deflection curve when wo 48EI and L = 1. = y y 0.2 0.4 0.6 0.8 1,0 0.2 0.4 0.6 0.8...