各层边柱柱端弯矩及剪力计算

层次hi（m）Vi（kN）(N/mm）53 .6531.37809545.4843 .6947.85809545.4833 .61266.65809545.4823 .61487.77809545.4814 .5 51644.46724957.12层次hi（m）Vi（kN）(N/mm）53 .6531.37809545.4843 .6947.85809545.4833 .61266.65809545.4823 .61487.77809545.4814 .5 51644.46724957.12l53 1 .4 42 3 .4 86各层边各层中层次边横梁ijDpjsjijijijVDDV1ijD左M右M46 1 .5 75 1 .3 1638 6 .4 47 3 .1 2621 0 3 .4 38 9 .3611 1 8 .2 59 8 .56(N/mm）Vij（kN）yM上（kN.m）1 8 2 2 9 .1 71 1 .9 70 .5 60 .2 73 1 .4 41 8 2 2 9 .1 72 1 .3 40 .5 60 .3 54 9 .9 41 8 2 2 9 .1 72 8 .5 20 .5 60 .4 25 9 .5 51 8 2 2 9 .1 73 3 .5 00 .5 60 .56 0 .3 01 8 4 0 8 .9 94 1 .7 60 .7 10 .6 9 55 7 .9 5(N/mm）Vij（kN）yM上（kN.m）2 8 7 2 8 .3 11 8 .8 61 .0 50 .3 54 4 .1 22 8 7 2 8 .3 13 3 .6 41 .0 50 .47 2 .6 52 8 7 2 8 .3 14 4 .9 51 .0 50 .4 58 9 .0 02 8 7 2 8 .3 15 2 .8 01 .0 50 .59 5 .0 32 2 6 8 0 .4 35 1 .4 51 .3 30 .6 1 59 0 .1 2VblVb9 .1 52 0 .6 42 0 .6 42 .41 7 .2 0各层边柱柱端弯矩及剪力计算各层中柱柱端弯矩及剪力计算梁端弯矩、剪力及柱轴力计算中横梁ilDKilDK左M右M1 8 .8 14 5 .14 5 .12 .43 7 .5 82 6 .5 96 4 .3 26 4 .3 22 .45 3 .6 03 2 .1 27 8 .5 57 8 .5 52 .46 5 .4 63 6 .1 38 6 .6 58 6 .6 52 .47 2 .2 1M下（kN.m）1 1 .6 32 6 .8 94 3 .1 36 0 .3 01 3 2 .0 5M下（kN.m）2 3 .7 64 8 .4 47 2 .8 29 5 .0 31 4 3 .9 6边柱N中柱N-9 .1 5-8 .0 5柱轴力-2 7 .9 7-2 6 .8 5-5 4 .5 6-5 3 .8 3-8 6 .6 8-8 7 .1 7-1 2 2 .8 1-1 2 3 .2 5