【正文】 6 7 8 9 10 11 12 13 14 15 16 梁(左面為梁左端,右為梁右端)桿件號(hào) 彎矩 軸力 剪力 彎矩 軸力 剪力1 2 3 4 5 6 7 8 9 10 11 12 振動(dòng)質(zhì)點(diǎn)號(hào): 4 8 12 16振動(dòng)質(zhì)點(diǎn)質(zhì)量: 水平地震標(biāo)準(zhǔn)值作用底層剪力： 底層最小地震剪力(): 各質(zhì)點(diǎn)地震力調(diào)整系數(shù): 地震力調(diào)整后剪重比: 第1振動(dòng)周期T = 質(zhì)點(diǎn)特征向量值: 質(zhì)點(diǎn)水平地震力: 各結(jié)構(gòu)節(jié)點(diǎn)變位(mm)(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) 第2振動(dòng)周期T = 質(zhì)點(diǎn)特征向量值: 質(zhì)點(diǎn)水平地震力: 各結(jié)構(gòu)節(jié)點(diǎn)變位(mm)(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) 第3振動(dòng)周期T = 質(zhì)點(diǎn)特征向量值: 質(zhì)點(diǎn)水平地震力: 各結(jié)構(gòu)節(jié)點(diǎn)變位(mm)(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) 第4振動(dòng)周期T = 質(zhì)點(diǎn)特征向量值: 質(zhì)點(diǎn)水平地震力: 各結(jié)構(gòu)節(jié)點(diǎn)變位(mm)(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) 柱(左為柱下端,右為柱上端)桿件號(hào) 彎矩 軸力 剪力 彎矩 軸力 剪力1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 梁(左為梁左端,右為梁右端)桿件號(hào) 彎矩 軸力 剪力 彎矩 軸力 剪力1 2 3 4 5 6 7 8 9 10 11 12 6柱的配筋6 柱的配筋 邊跨框架（KJ1）柱的配筋柱1 ( B = , H = , Lx= , Ly = Rc = 25 )No 52 As = 842. M = N = No 52 As = 348. M = N = Asmin(全截面最小配筋) = 1750.No 51 Vc = N = Asv = 104. Asvo = 0.No 53 N = 軸壓比= 柱2 ( B = , H = , Lx = , Ly = Rc = 25 )No 56 As = 1396. M = N = No 56 As = 1139. M = N = Asmin(全截面最小配筋) = 1750.No 56 Vc = N = Asv = 104. Asvo = 13.No 53 N = 軸壓比= 柱3 ( B = , H = , Lx = , Ly = Rc = 25 )No 56 As = 1425. M = N = No 56 As = 1169. M = N = Asmin(全截面最小配筋) = 1750.No 56 Vc = N = Asv=104. Asvo=16.No 53 N = 軸壓比= 柱4 ( B = , H = , Lx = , Ly = Rc = 25 )No 50 As = 848. M = N = No 50 As = 396. M = N = Asmin(全截面最小配筋)= 1750.No 49 Vc = N = Asv =104. Asvo = 0.No 53 N = 軸壓比= 柱5 ( B = , H = , Lx = , Ly = Rc = 25 )No 52 As = 124. M = N = No 52 As = 289. M = N = Asmin(全截面最小配筋)= 1750.No 51 Vc = N = Asv = 104. Asvo = 0.No 53 N = 軸壓比= 柱6 ( B = , H = , Lx = , Ly = Rc = 25 )No 50 As = 1024. M = N = No 56 As = 998. M = N = Asmin(全截面最小配筋)= 1750.No 50 Vc = N = Asv = 104. Asvo = 21.No 53 N = 軸壓比= 柱7 ( B = , H = , Lx = , Ly = Rc = 25 )No 55 As = 1023. M = N = No 55 As = 1033. M = N = Asmin(全截面最小配筋)= 1750.No 52 Vc = N = Asv = 104. Asvo = 24.No 53 N = 軸壓比= 柱8 ( B = , H = , Lx = , Ly = Rc = 25 )No 49 As = 191. M = N= No 50 As = 297. M = N= Asmin(全截面最小配筋)= 1750.No 49 Vc = N = Asv = 104. Asvo = 0.No 53 N = 軸壓比= 柱9 ( B = , H = , Lx = , Ly = Rc = 25 )No 52 As = 205. M = N = No 52 As = 409. M = N = Asmin(全截面最小配筋)= 1750.No 51 Vc = N = Asv = 104. Asvo = 0.No 53 N = 軸壓比= 柱10 ( B = , H = , Lx = , Ly = Rc = 25 )No 56 As = 574. M = N = No 56 As = 690. M = N = Asmin(全截面最小配筋)= 1750