SSI system framework that the drawings Size Description , In the section on the status of the corresponding changes in demand, changes in cross-section-side column and Jiaozhu from the side or, in the column from both sides to resume (shown in size only to indicate their wish). See the basis of a given section of the foundation beam section diagram, the raft uniform beam from the outside edge of the field based on elongation 0.60 m, both floors. Load Load floor for the 9.9 x103N/m2; roof load for 11.8 x103N / m2. Consider the external walls of shopping malls load, the four surrounding buildings in various floors of the beam is 8.5 x103N / m of uniform load; consider the roof parapet load, the roof of the four buildings surrounding a beam in the 3.5 x103N / m of uniform Load. Material Concrete strength are C35, elastic modulus for 3 × 1010N/m2, Poisson's ratio from 0.2. Ⅱ class venue for the density of soil for 1500 kg/m3, Ⅲ class venue for the density of soil for 1200 kg/m3. Enter the earthquake and seismic displacement response value calculation Enter by 8 earthquake intensity of the defensive zone, the largest peak acceleration of 0.20 g, seismic shift of the high threshold = / 550 Note: The drawing is based on an eight-story, based on depth of 2.5 m by the drawing, the condition of the building beams, plates, the basis of size should refer to the plan.

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