Nine the stiffness matrix K for the truss. AE is nnstant l Determine ine the force in member 6. T...
please do 14-11 petermine the stitfness matrix k for estant rix K for the truss AE i e the force in member 6. Take erand200 GPa for each member. termine the force in member 1 if this member before it was fitted into the truss. For 1move the 10-kN load. Take A 0.0015 m2 1o mm too long it so200 GPa for each member. 2 11 3 m
Q2. Statically determinate or indeterminate truss analysis by the stiffness method. (50 marks) a) Determine the stiffness matrix of the whole truss given in problems 14.9 and 14.10 (p. 583). Indicate the degrees-of freedom in all the stiffness matrices. (18 marks) b) Calculate all the nodal displacements and all the member forces for the truss. (16 marks) 14-9. Determine the stiffness matrix K for the trus Take A 0.0015 m2 and E 200 GPa for each member. 2 12 4...
matrix stiffness method truss Q. 1 Determine the force in each member of the 2-member tfuss shown in Fig. AE is constant. 20kN