2. The following displacement field is applied to a certain body =k(2x+y²), v=k(x² − 3y²), w=0 where k = 10-4, (a) show the distorted configuration of a two-dimensional element with sides dx and dy and its lower left corner (point A) initially at the point (2,1,0), i.e., determine and sketch the new length and angular position of each side. You may exaggerate the plot to facilitate visualization; (b) determine the coordinates of point A after the displacement field is applied; (c) find o at this point; u= (d) find the maximum, minimum normal strain and maximum shear strain at this point.

If the sum of all forces acting on the following body is non-zero, the body must translate.

Using the stiffness method - direct formulation: (1) develop the equations equilibrium ([K] {D} = {Q} in matrix form (matrix [K] 2x2), E = 200GPa and I=200 x106 mm4

A beam is subjected to a bending moment, as shown in the figure below, where point B is assumed to be an internal connection, point C is assumed to be a rolling bearing, and the flexural stiffness of the beam section is a constant EI:(a) Use the Conjugate Beam Method to find the slope of point B after deformation.(b) Same as above, try to find the vertical displacement of point D.Tip: The left and right slopes of point B may be different

orthogonal. The oxxx coordinate system is obtained from the ox,x,x, coordinate system by a positive (counterclockwise) rotation of 0 about the x, axis. Find the (full three dimensional) transformation matrix Q. Afurther positive rotation B about the x, axis is then made to give the ox"x"x" coordinate system. Find the 2. corresponding transformation matrix P. Then construct the trạnsformation matrix R for the complete transformation from the ox,t,X; to the ox"x"x" coordinate

I need help on getting the centroid of this figure please show complete solution. Answer is provided. Solve for the location of the centroid from the left side.: Answer: 80.74

Determine the slope and deflection at point A of the beam shown in the figure.

The force of a beam is shown in the figure below. If you want to apply an additional force of MA to make the corner of point A zero, try to calculate the magnitude of the bending moment MA, and the EI of the entire beam section is constant.

Please don't provide handwritten solution..

The force of a beam structure is shown in the figure below. Try to calculate the vertical displacement of point C and the rotation angle of point B. The EI of the entire structural section is constant.