id is 01

Tutorial 6 For the statically indeterminate truss shown tn Figure l. use tbc stiffness method to: a) tktertnine tie element stiffness matris, K, for each element b) Assemble lhe structural stiffness matrix K for entire truss. c) Using the stiffness methxi, solve for the nodal displacement. d) Calculate thc reaction forces, Q, c) Recover thc forces, g, each clcmcnt. It is green th;g AE e *.000kN for all elements Ymr1D:CE001234- Z 12, kN SOO mm 1000 mm Eigure I: Statically indeterminate truss