For the beams of Problem 6.1, determine the deflection at mid-span using double integration. Assume EI is constant throughout Problem 6.1 If the flexural rigidity EI of each of the propped cantilevers...

For the beams of Problem 6.1, determine the deflection at mid-span using double integration. Assume EI is constant throughout

Problem 6.1

If the flexural rigidity EI of each of the propped cantilevers shown is constant, use the moment-area method to determine (i) the reactions at A and B, (ii) the deflection at the mid-span and (iii) the rotation at support A of each beam in terms of the load (w or F), the span L and the flexural rigidity EI.