of the tip P of the planar robot using vector addition (use the ↑ and ĵ notation). b. Determine the magnitude and direction of the position of the robot tip. In other words, → write vector P in the polar form. y, in. C P ܂ -45° · x, in. 21.21 14.14 P₁ -135°
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- solve 19 and 20Consider the cantilever beam in the figure. Knowingthat a = 6m, and that P = 18kN, use the moment areamethod to calculate the following:(a) The slope of point C(b) The deflection of point BDetermine the displacement at C and the slope at B. E = 200 GPa, I = 70(10°) mm” by using 1. the double integration method. 2. The conjugate-beam method. i need solutions in 40 minutes please
- A force F having a magnitude of F = 100 N actsalong the diagonal of the parallelepiped. Determine themoment of F about the point A, using MA = rB x F andMA = rC x F.Find the vertical displacement (Ya) of point A in the system in the figure in mm using the virtual work method. Bending stiffness EI=4000 tm2, only consider bending effects. M=11t.m q=9t/m L1=2.7m L2=6.8mCalculate the horizontal displacement and the slope at C
- calculate the vertical displacement on both sides of point C which is a roller guide using conjugate beam method. E = 29,000 ksi, I = 200 in^4Using theorem of Pappus and Guldinus, determine the volume generated by rotating a righttriangle of sides ? and ℎ about an axis coinciding with side ℎ .Determine the location of centroidal x and y and themoment of inertia Ix of the figure shown. Use the parallel axis theorem. B = 9, and Y = 82
- Determine the displacement in millimeters and the slope in radians of point C of the following beam. Take E=200GPa and I=200(10^6)mm4, assume w=12kN/m and L=3m Use the virtual work principle and use Castigliano's second theorem.determine the vertical reaction at B in kN using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal placesFor the system below, EI is constant. If x=7.81m from point B, determine the value of EI(∆) ?