表17 恒载作用下柱剪力计算柱高度层号654321(m)H4.23.53.53.53.54.2柱A上柱A下柱B上柱B下柱C上柱C下柱剪力－（M上柱＋M下柱）/H
（KN）端弯矩端弯矩端弯矩端弯矩端弯矩端弯矩(KN/m)(KN/m)(KN/m)(KN/m)(KN/m)(KN/m)A柱B柱M上柱M下柱M上柱M下柱M上柱M下柱VZaVZb125.6252.48-74.45-42.17-60.85-21.18-42.40-27.7761.4745.55-35.01-39.95-42.24-20.8-30.58-21.4265.2544.66-40.03-40-40.47-20-31.40-22.8765.8743.85-40-39.38-41.06-19.76-31.35-22.6867.0554.15-41.12-49.02-41.38-22.58-34.63-25.7553.2426.62-25.01-12.51-36.76-18.38-19.01-8.93上柱＋M下柱）/H）
C柱VZc19.5318.0117.2817.3818.2713.13
