11.4-9 Determine the critical load P and the equation of the buckled shape for an ideal...
need detailed process and pretty handwriting
4, (20%) For the ideal column shown, by solving the differential equation Elv"+Pv0, determine (a) the critical load Per, (b) the equation of the buckled shape. (Hint: let k P(EI)) ** The general solution to the o.d.e. v', + k 2 v = 0 s v(x) C sin kx+ C2 cos kx hv using Mohr's circle, 5. (15%) For
4, (20%) For the ideal column shown, by solving the differential equation Elv"+Pv0, determine (a)...
4. (20%) For the ideal column shown, by solving the differential equation Elv'+Pv=0, determine (a) the critical load Pr, (b) the equation of B the buckled shape. (Hint: let k2 = P/(EI)) The general solution to the o.d.e. y"+k2 v= 0 is v(x)= C1sin kx+ C2 cos kx on
4. (20%) For the ideal column shown, by solving the differential equation Elv'+Pv=0, determine (a) the critical load Pr, (b) the equation of B the buckled shape. (Hint: let k2 =...
Problem 5: A cantilever beam AB of length L supports a uniform load of intensity q (see figure) has a fixed support at A and spring support at B with rotational stiffness kR. Rotation at B, OB results in a reaction moment MB*Rx θ8. Beginning with the second-order differential equation of the deflection curve (the bending-moment equation), find rotation GB and di the end B. (Hint- You will need third boundary condition so read the problem statement carefully) (20 points)...