Figure out the Urge deflection case of the statically indete

Figure out the Urge deflection case of the statically indeterminate problem Still. P is m the middle, beam bending rigidity is EL. However this time consider Urge deflection condition, find what 6 the deflection in the middle Use either polynomial or cosine as you bite to describe the beam bending. Using the variational method, find the deflection in the middle of the rope The rope initially has no internal stress. Note that the rope has no bending rigidity. Rope has a cross sectional area of A; Young\'s modulus is E. Original length is L. Previous problem we did not take the rope\'s own weight Into account let\'s take into account the rope\'s own weight, but this time without external load P. Use variational method, fin the maximum deflection a rope of length L mass density rho, cross sectional area A. and Young\'s modulus E hanging between two walls separated by distance L (i.e.,. the rope\'s original length is the same as the wall distance)

Solution

Sol:- You getting two outliers after ploting residula plot. Therefore normality assumption of model is violated. So, you use some transformation in model then you can use residual plot.