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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)...
2. The defl ection a uniform beam with flexual rigidity EI and applied. be load f (x) = cos (x) satisfies the equation 2 y(0) =v'(0) = 0 11' (2)イ(2) =0 Ely(4) (x) = f (x) (a) Evaluate the de...
2. The defl ection a uniform beam with flexual rigidity EI and applied. be load f (x) = cos (x) satisfies the equation 2 y(0) =v'(0) = 0 11' (2)イ(2) =0 Ely(4) (x) = f (x) (a) Evaluate the deflection y (). '/ sin (a 2) dx =--cos (az)+C Hint:"/ cos (ax) dx=-sin (ax) + C,
2. The defl ection a uniform beam with flexual rigidity EI and applied. be load f (x) = cos (x) satisfies the equation 2...
Mohammed Abdurahman Active Now The defection slong s uniform beam with fecual rigdity B-andapplied lond f(x)ossatisfis the equation (a) Evaluate the deflection y (a). (b) Find the influence funct...
Mohammed Abdurahman Active Now The defection slong s uniform beam with fecual rigdity B-andapplied lond f(x)ossatisfis the equation (a) Evaluate the deflection y (a). (b) Find the influence function (Green's function) G(z,0, where 0 < ξ < 2 for this problem. Hint: Since 0 < ξ < 2, H(0-E)=0, H(2-E)-1. (e) Henoe write the deflection of this beam as a definite integral. Do not attempt tp evaluate the integral. ((7+2+2)+(6+6+2)-25 marks) Repl Crop Share Scroll Draw capture
Mohammed Abdurahman Active...
The deflection y, in a simple supported beam with a uniform load q and a tensile load T is given by dx2 El 2EI Wher...
The deflection y, in a simple supported beam with a uniform load q and a tensile load T is given by dx2 El 2EI Where x location along the beam, in meter T-Applied Tension E-Young's Modulus of elasticity of the beam 1= Second moment of inertia of the beam Applied uniform loading (N/m), L- length of the beam in meter Given that T-32 kN, q = 945.7 kN/m, L = 2.0 meter, E = 206 GPa and 1 4.99 x...
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...
The deflection along a discontinuous cantilever beam of length 4 units is governed y (0)-y' (0) 0...
The deflection along a discontinuous cantilever beam of length 4 units is governed y (0)-y' (0) 0 d2y dx2J 4) (4) (a) Show that 1+2H (-2)2) if o < <4 (b) Ealute dr dl e) Evaluate the deflection y(r). the deflection y (r Hint: If F (x) is an antiderivative of f (x) then f (x) H (r-a) dr = F (x)-F (a)] H (z-a) + C.
The deflection along a discontinuous cantilever beam of length 4 units is governed...
3. 8p] Show that the force field F(x,y, z) sin y, x cos y + cos z, -y sin z) is conservative and use this fact to evalu...
3. 8p] Show that the force field F(x,y, z) sin y, x cos y + cos z, -y sin z) is conservative and use this fact to evaluate the work done by F in moving a particle with unit mass along the curve C with parametrization r(t (sin t, t, 2t), 0 <t<T/2. 4. 8p] A thin wire has the shape of a helix x = sin t, 0 < t < 27r. If the t, y = cos t,...
n=7 Question 2 6 pts The equation for the deflection along a particular uniform beam under...
n=7
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=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...
Evaluate the line integral f F dr for the vector field F(x, y, z) curve C...
Evaluate the line integral f F dr for the vector field F(x, y, z) curve C parametrised by Vf (x, y, z) along the with tE [0, 2 r() -(Vt sin(2πt), t cos (2πi), ?) ,
Evaluate the line integral f F dr for the vector field F(x, y, z) curve C parametrised by Vf (x, y, z) along the with tE [0, 2 r() -(Vt sin(2πt), t cos (2πi), ?) ,
1. The deflection along a discontinuous cantilever beam of length 4 units is governed by a bounda...
1. The deflection along a discontinuous cantilever beam of length 4 units is governed by a boundary value problem y (0)y(0)0 dr2 y' (4)-r (4) = 0 (a) Show that =1- H(x-2) if 0<x<4 1+2 H (x - 2) dễ (b) Evaluate Hint: )Ha))H-a) (c) Evaluate the deflection y (x) HintIf F () is an antiderivative of f (x) then f (x) H(x - a) dr-F(x) F(a) H(x -a)+C.
1. The deflection along a discontinuous cantilever beam of length 4...
2. The defl ection a uniform beam with flexual rigidity EI and applied. be load f (x) = cos (x) satisfies the equation 2 y(0) =v'(0) = 0 11' (2)イ(2) =0 Ely(4) (x) = f (x) (a) Evaluate the deflection y (). '/ sin (a 2) dx =--cos (az)+C Hint:"/ cos (ax) dx=-sin (ax) + C,
2. The defl ection a uniform beam with flexual rigidity EI and applied. be load f (x) = cos (x) satisfies the equation 2...
Mohammed Abdurahman Active Now The defection slong s uniform beam with fecual rigdity B-andapplied lond f(x)ossatisfis the equation (a) Evaluate the deflection y (a). (b) Find the influence function (Green's function) G(z,0, where 0 < ξ < 2 for this problem. Hint: Since 0 < ξ < 2, H(0-E)=0, H(2-E)-1. (e) Henoe write the deflection of this beam as a definite integral. Do not attempt tp evaluate the integral. ((7+2+2)+(6+6+2)-25 marks) Repl Crop Share Scroll Draw capture
Mohammed Abdurahman Active...
The deflection y, in a simple supported beam with a uniform load q and a tensile load T is given by dx2 El 2EI Where x location along the beam, in meter T-Applied Tension E-Young's Modulus of elasticity of the beam 1= Second moment of inertia of the beam Applied uniform loading (N/m), L- length of the beam in meter Given that T-32 kN, q = 945.7 kN/m, L = 2.0 meter, E = 206 GPa and 1 4.99 x...
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...
The deflection along a discontinuous cantilever beam of length 4 units is governed y (0)-y' (0) 0 d2y dx2J 4) (4) (a) Show that 1+2H (-2)2) if o < <4 (b) Ealute dr dl e) Evaluate the deflection y(r). the deflection y (r Hint: If F (x) is an antiderivative of f (x) then f (x) H (r-a) dr = F (x)-F (a)] H (z-a) + C.
The deflection along a discontinuous cantilever beam of length 4 units is governed...
3. 8p] Show that the force field F(x,y, z) sin y, x cos y + cos z, -y sin z) is conservative and use this fact to evaluate the work done by F in moving a particle with unit mass along the curve C with parametrization r(t (sin t, t, 2t), 0 <t<T/2. 4. 8p] A thin wire has the shape of a helix x = sin t, 0 < t < 27r. If the t, y = cos t,...
n=7
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=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...
Evaluate the line integral f F dr for the vector field F(x, y, z) curve C parametrised by Vf (x, y, z) along the with tE [0, 2 r() -(Vt sin(2πt), t cos (2πi), ?) ,
Evaluate the line integral f F dr for the vector field F(x, y, z) curve C parametrised by Vf (x, y, z) along the with tE [0, 2 r() -(Vt sin(2πt), t cos (2πi), ?) ,
1. The deflection along a discontinuous cantilever beam of length 4 units is governed by a boundary value problem y (0)y(0)0 dr2 y' (4)-r (4) = 0 (a) Show that =1- H(x-2) if 0<x<4 1+2 H (x - 2) dễ (b) Evaluate Hint: )Ha))H-a) (c) Evaluate the deflection y (x) HintIf F () is an antiderivative of f (x) then f (x) H(x - a) dr-F(x) F(a) H(x -a)+C.
1. The deflection along a discontinuous cantilever beam of length 4...
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