n acrobat is walking on a tightrope of length L = 20.2 m attached to supports A ar 0.0 m from each other. The combined weight of the acrobat and his balancing pol riction between his shoes and the rope is large enough to prevent him from slippi leglecting the weight of the rope and any elastic deformation, calculate the defled ension in portions AC and BC of the rope for values of x from 1 m to 19.0 m using rom the data obtained, a0 plot y vs x b) plot both Tension in AC and Tension in BC lots, determine (c) the maximum deflection of the rope, (d) the maximum tension

The beam is made of an elastic-plastic material for which σYσYsigma_Y = 70 MPaMPa . The largest moment in the beam occurs within the center section a-a. Determine the magnitude of each force PP that causes this moment to be the largest elastic moment. Determine the magnitude of each force PP that causes this moment to be the largest plastic moment.

Structural member AB is to be supported by a strut CD. Determine the smallest length CD may have, and specify where D must be located for a strut of this length to be used. Take x= 120 mm. 60 mm D. y 20 mm E The smallest length CD may have is mm. The coordinates of point Dare ( and Imm.