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n=7
Question 2 6 pts The equation for the deflection along a particular uniform beam under...
n=5 Question 2 6 pts The equation for the deflection along a particular uniform beam under...
n=5
Question 2 6 pts The equation for the deflection along a particular uniform beam under a given load is given by Cos(3) HIT - 2nT) 04nt with (0) = 0, 1"(0) = 0, y (107) = 1), y(Ant) = 0 1. Integrate once and write down your expression for and then apply the boundary condition Y"(0) - O. Write down your value for the integration constant. 2. Integrate again and write down your expression for and then apply the...
n=9 The equation for the deflection along a particular uniform beam under a given load is...
n=9
The equation for the deflection along a particular uniform beam under a given load is given by da y cos(x) H(x – 2n7) = with 0 < x < 4nt dr4 y'" (0) = 0, y" (0) = 0, y (4n7) = 0, y(4nn) = 0 dy 1. Integrate once and write down your expression for and then apply the boundary d.p3 condition y" (0) = 0. Write down your value for the integration constant. day 2. Integrate again...
n=7 Question 1 4 pts The deflection y() along a beam is given by ny+ sin(ay-1)...
n=7
Question 1 4 pts The deflection y() along a beam is given by ny+ sin(ay-1) - 2+ (n + 2) 1. Write down an expression for the derivative y(D) and evaluate it at the point (1,1) 2. Write down an expression for the second darivative y" ( )and evaluate it at the point (1,1) 3. It is known that if the curvature of the beam exceeds 0.15 in magnitude, the beam will rupture. Find the value of the curvature...
n=5 Question 1 4 pts The deflection y() along a beam is given by ny+ sin(ay-1)...
n=5
Question 1 4 pts The deflection y() along a beam is given by ny+ sin(ay-1) - 2+ (n + 2) 1. Write down an expression for the derivative y(D) and evaluate it at the point (1,1) 2. Write down an expression for the second darivative y" ( )and evaluate it at the point (1,1) 3. It is known that if the curvature of the beam exceeds 0.15 in magnitude, the beam will rupture. Find the value of the curvature...
Using equation 3 please find the deflection value with the variables given. Be careful with units...
Using equation 3 please find the deflection value with the
variables given. Be careful with units please.
P= 10.07 Newtons
L= 953.35 mm
x= 868.363 mm
E= 72.4 GPa
Iy= 5926.62 mm^4
The maximum deflection, WMAX of the cantilever beam occurs at the free end. The magnitude of the deflection may be derived by solving the differential equation: d'w M,(x) P (L-x) eq. 1 dr EI EI where E and Iy are the modulus of elasticity and moment of inertia...
Problem statement Beam Deflection: Given the elastic deflection equation for a beam with the boundary and...
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)...
n=7 Question 4 5 pts Consider the equation nº X" () + X(T) - 0 with...
n=7
Question 4 5 pts Consider the equation nº X" () + X(T) - 0 with the following boundary conditions. X(0) + X'(0) -0, and X(n) + X'(n) - 0. 1. Write down the general solution to the equation for XC). 2. Write down the result of applying the boundary condition X(0) + X'(0) = 0 to the general solution 3. Write down the result of applying the remaining boundary condition X(n) - X'(n) = ( to the general solution....
For the beam shown, assume that ET-130 ,000 kip-ft2, P = 80 kips, and w = 4.5 kips/ft. Use discontinuity functions to determine (a) the reactions at A, C, and D (b) the beam deflection at B Assume LA...
For the beam shown, assume that ET-130 ,000 kip-ft2, P = 80 kips, and w = 4.5 kips/ft. Use discontinuity functions to determine (a) the reactions at A, C, and D (b) the beam deflection at B Assume LAB = LBC = 9.0 ft, LCD = 18.0 ft. AB CD Sum the forces in the y direction to find an expression that includes the reaction forces Ay, Cy, and Dy acting on the beam. Positive values for the reactions are...
need help for this question in full answer 2. The deflection along a uniform beam with fexual Yigidity BI- and applied load f (x) = cos (-) satisfies the equation (a) Evaluate the deflection y (x)...
need help for this question in full answer
2. The deflection along a uniform beam with fexual Yigidity BI- and applied load f (x) = cos (-) satisfies the equation (a) Evaluate the deflection y (x). Hint: /cos(az)dz-asin (as)+C, /sin(as)dz=-a cos(az) +C (b) Find the influence function (Green's function) G (z,f), where 0 < ξ < 2, for this problem. Hint: Since 0 < ξ < 2, H(0-E)=0, H(2-E)=1. (c) Hence write the deflection of this beam as a definite...
Question 1. Substitution of given form of solution and hyperbolic functions. The non-linear ordinary differential equat...
Question 1. Substitution of given form of solution and hyperbolic functions. The non-linear ordinary differential equation describing the smooth shape of a structural arch of constant thickness in mechanical equilibrium under its own weight per unit length w, and a horizontal compressive force T, is (y")2 = k2(1 + (y')"). Here k is a known constant and y(x) is the vertical height of the arch at position x, the horizontal distance from a given reference point. (a) Using hyperbolic function...
n=5
Question 2 6 pts The equation for the deflection along a particular uniform beam under a given load is given by Cos(3) HIT - 2nT) 04nt with (0) = 0, 1"(0) = 0, y (107) = 1), y(Ant) = 0 1. Integrate once and write down your expression for and then apply the boundary condition Y"(0) - O. Write down your value for the integration constant. 2. Integrate again and write down your expression for and then apply the...
n=9
The equation for the deflection along a particular uniform beam under a given load is given by da y cos(x) H(x – 2n7) = with 0 < x < 4nt dr4 y'" (0) = 0, y" (0) = 0, y (4n7) = 0, y(4nn) = 0 dy 1. Integrate once and write down your expression for and then apply the boundary d.p3 condition y" (0) = 0. Write down your value for the integration constant. day 2. Integrate again...
n=7
Question 1 4 pts The deflection y() along a beam is given by ny+ sin(ay-1) - 2+ (n + 2) 1. Write down an expression for the derivative y(D) and evaluate it at the point (1,1) 2. Write down an expression for the second darivative y" ( )and evaluate it at the point (1,1) 3. It is known that if the curvature of the beam exceeds 0.15 in magnitude, the beam will rupture. Find the value of the curvature...
n=5
Question 1 4 pts The deflection y() along a beam is given by ny+ sin(ay-1) - 2+ (n + 2) 1. Write down an expression for the derivative y(D) and evaluate it at the point (1,1) 2. Write down an expression for the second darivative y" ( )and evaluate it at the point (1,1) 3. It is known that if the curvature of the beam exceeds 0.15 in magnitude, the beam will rupture. Find the value of the curvature...
Using equation 3 please find the deflection value with the
variables given. Be careful with units please.
P= 10.07 Newtons
L= 953.35 mm
x= 868.363 mm
E= 72.4 GPa
Iy= 5926.62 mm^4
The maximum deflection, WMAX of the cantilever beam occurs at the free end. The magnitude of the deflection may be derived by solving the differential equation: d'w M,(x) P (L-x) eq. 1 dr EI EI where E and Iy are the modulus of elasticity and moment of inertia...
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)...
n=7
Question 4 5 pts Consider the equation nº X" () + X(T) - 0 with the following boundary conditions. X(0) + X'(0) -0, and X(n) + X'(n) - 0. 1. Write down the general solution to the equation for XC). 2. Write down the result of applying the boundary condition X(0) + X'(0) = 0 to the general solution 3. Write down the result of applying the remaining boundary condition X(n) - X'(n) = ( to the general solution....
For the beam shown, assume that ET-130 ,000 kip-ft2, P = 80 kips, and w = 4.5 kips/ft. Use discontinuity functions to determine (a) the reactions at A, C, and D (b) the beam deflection at B Assume LAB = LBC = 9.0 ft, LCD = 18.0 ft. AB CD Sum the forces in the y direction to find an expression that includes the reaction forces Ay, Cy, and Dy acting on the beam. Positive values for the reactions are...
need help for this question in full answer
2. The deflection along a uniform beam with fexual Yigidity BI- and applied load f (x) = cos (-) satisfies the equation (a) Evaluate the deflection y (x). Hint: /cos(az)dz-asin (as)+C, /sin(as)dz=-a cos(az) +C (b) Find the influence function (Green's function) G (z,f), where 0 < ξ < 2, for this problem. Hint: Since 0 < ξ < 2, H(0-E)=0, H(2-E)=1. (c) Hence write the deflection of this beam as a definite...
Question 1. Substitution of given form of solution and hyperbolic functions. The non-linear ordinary differential equation describing the smooth shape of a structural arch of constant thickness in mechanical equilibrium under its own weight per unit length w, and a horizontal compressive force T, is (y")2 = k2(1 + (y')"). Here k is a known constant and y(x) is the vertical height of the arch at position x, the horizontal distance from a given reference point. (a) Using hyperbolic function...
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