该结构的抗震等级为三级查《建筑抗震设计规范》表636得轴压比限值 =09每层的重力荷载代表值近似取13kNm2边柱及中柱的负荷面积分别为。把这句话意思不变换种说法
The seismic design level of this structure is Level III. According to Table 6.3.6 of the "Code for Seismic Design of Buildings", the limit value of axial compression ratio is 0.9. The representative value of the gravity load per floor is approximately 13kN/m2. The load-bearing areas of the edge columns and the middle columns are respectively.
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