1女儿墙自重 2.4 kN/m×3.9 m =9.5 kN Р ②边框架梁自重 3.125 kN/m×3.9 m =12.186kNР ③通过边框架梁传来的结构层恒载 6.21 kN/m2×3.9 m×(5.6/2)m=67.6 kNРF10=9.5+12.186+67.6=88.28 kNР标准层:①200mm墙自重 4.16 kN/m×3.9 m =16.224 kN Р ②边框架梁自重 3.125 kN/m×3.9 m =12.186kNР③通过边框架梁传来的结构层恒载 3.55 kN/m2×3.9 m×(5.6/2)m=38.07 kN Р④柱自重(6~10层): 6.75kN (2~5层):12kN 首层: 17.68kNР⑤总计: F1=16.224+12.186+38.07+6.75=73.23 kN Р F2=16.224+12.186+38.07+12=78.48 kNР F3=16.224+12.186+38.07+17.68=84.16kNР九层:F9=88.28+73.23=161.51 kNР八层:F8=161.51+73.23=234.74 kNР七层:F7=234.74+73.23=307.97 kNР六层:F6=307.97+73.23=381.2 kNР五层:F5=381.2+73.23=454.43 kNР四层:F4=454.43+78.48=532.91 kNР三层:F3=532.91+78.48=611.39 kNР二层:F2=611.39+78.48=689.87kNР一层:F1=689.87+78.48=768.35kNР一层底柱:F0=768.35+84.16=852.51 kNРC列柱:Р顶层:①1女儿墙自重 2.4 kN/m×3.9 m =9.5 kN Р ②边框架梁自重 3.125 kN/m×3.9 m =12.186kN
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