Determine the framework for the layout, first calculate the dead load, live load, wind load, the equivalent load and the rod end of the internal force, followed by the Moment Distribution Method and d value method of internal force calculation obtained above loads structure under internal forces (be

In the framework after layout, first calculate the constant load, live load, wind load, as well as the equivalent of the rod, with bending moments after 2 distribution law and law are D values calculated for competitiveness in each of the above, the load within the structure of the force (curved sha

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After the frame layout is being determined, first of all calculate dead load, live load and equivalent wind load and internal force of the rod end, later method of moment quadratic distribution method and d-value calculation for internal force respectively, seeking out of the structure under load in

After determination frame layout, first has calculated the dead load, the live load, the wind load equivalent load as well as various poles end endogenic force, afterwards carries on the endogenic force computation separately with the bending moment two methods of distribution and the D value law ab