|||||||||SATWE2010_V2.2(2014年9月23日9時(shí)52分)文件名:WMASS.OUT||||||設(shè)計(jì)人|校核人 混凝土容重 鋼材容重 按模擬施工3加荷計(jì) MANNEX DMAX_S 否 是計(jì)算墻傾覆力矩時(shí)只考慮腹板和有效翼緣:否 ==B結(jié)構(gòu)X向基本周期（秒=Y向基本周期（秒=是 WDAMP=5.00 WDAMPC=2.00 X向角沿修正比例 Y向角沿修正比例 是否計(jì)算扭轉(zhuǎn) = 振型組合方法(CQC耦聯(lián);SRSS非耦聯(lián) 設(shè)計(jì)分組 ==1=1=1 結(jié)構(gòu)的阻尼比 =不考 X向相對(duì)偶然偏心 Y向相對(duì)偶然偏心 是否考慮雙向扭轉(zhuǎn)效應(yīng): 按主振型確定內(nèi)力符號(hào) 從第1到45 折 折 > 梁剛度放大系數(shù)按2010規(guī)范取值 BK_TQL= 全樓力放大系數(shù) 0.2Vo調(diào)整方式 0.2Vo調(diào)整中Vo的系數(shù) 0.2Vo調(diào)整中Vmax的系數(shù) 0.2Vo調(diào)整分段數(shù) 第1段起始和終止層號(hào): 1,KQ2 =450.2Vo調(diào)整上限: 是力 1 NWEAK= WEAKNO= NSTREN ===============鋼柱計(jì)算長度計(jì)算原則(X向/Y向): 剛域 是否考慮P-Delt效應(yīng): UcMinB 梁保護(hù)層厚度 柱保護(hù)層厚度 剪力墻構(gòu)造邊緣構(gòu)件的設(shè)計(jì)執(zhí)行高規(guī)7.2.16-4: 結(jié)構(gòu)的框架分軸壓限值按框架構(gòu)的規(guī)采用: 當(dāng)邊緣構(gòu)件軸壓比小于抗規(guī)6.4.5條規(guī)定的 是否按混凝土規(guī)范B.0.4考慮柱二階效應(yīng): 否 =水平力分項(xiàng)系數(shù)=豎向力分項(xiàng)系數(shù)=======重力荷載代表值效應(yīng)的吊車荷載組合值系數(shù):CEA_C=0.50 CD_C=0.70 CD_TDL CC_T=112131 層 塔 質(zhì)心 質(zhì)心 質(zhì)心 恒載質(zhì) 活載質(zhì)附加質(zhì) 111111111111111111111111111111111111918171615141312111(1t 層號(hào)標(biāo)準(zhǔn)層號(hào)塔號(hào)梁元數(shù) 柱元數(shù) 1184(35/360/14(60/360/ 1170(35/360/10(60/360/ 1157(35/360/10(60/360/ 1154(35/360/10(60/360/5(1131(35/360/10(60/360/6(1131(35/360/10(60/360/7(1146(35/360/10(60/360/8(1167(35/360/9(60/360/9(1144(35/360/9(60/360/10(1142(35/360/9(60/360/11(1142(35/360/9(60/360/12(1360/13(1360/14(1360/15(1360/16(1360/17(1360/18(1360/19(1360/20(1360/21(1360/22(1360/23(1360/24(1360/25(1360/26(1360/27(1360/28(1360/29(1360/30(1360/31(1360/32(1360/33(1360/34(1360/35(1360/36(1360/37(1360/38(1360/39(1360/40(1360/41(1360/42(1360/43(1360/44(1360/45(1360/ 層號(hào)塔號(hào)風(fēng)作用方向順風(fēng)荷載順風(fēng)剪力順風(fēng)傾覆彎矩 橫風(fēng)荷載橫風(fēng)剪力橫風(fēng)1XY1XY1X Y1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY1XY91XY81XY71XY61XY51XY41XY31XY21XY11XYXY112131415161718191111111111111111111111111111111111111層 形心 形心 等效寬 等效高 112131415161718191111111111111111111111111111111111111112131415161718191111111111111111111111111111111111111工程文件名 :2016.11. 第一步:第二步:計(jì)算每層剛度中心、自由度、質(zhì)量等信息第三步:作用分析第四步:風(fēng)及豎向荷載分析第五步:計(jì)算桿件內(nèi)力 :2016.11. 0:Floor : : :X，Y :層剛性主軸的方向 :質(zhì)心的X，Y坐標(biāo)值 :總質(zhì)量 X，Y X，Y方向本層塔側(cè)移剛度與下一層相應(yīng)塔側(cè)移剛度的比值(剪切剛度Ratx1，Raty1X，Y70%的比值80%的比值中之較小者 :X，Y方向本層塔側(cè)移剛度與上一層相應(yīng)塔側(cè)移剛度90%、110%或者RJX3，RJY3，RJZ3:結(jié)構(gòu)總體坐標(biāo)系中塔的側(cè)移剛度和扭轉(zhuǎn)剛度(剪力與層間位移Floor Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=4.0785E+07(kN/m) RJY1=5.8808E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.1475E+07(kN/m) RJY3=1.7786E+07(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=8.0324E+07(kN) RJY3*H=1.2450E+08(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=4.2974E+07(kN/m) RJY1=5.7512E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=5.8392E+06(kN/m) RJY3=9.6543E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=3.9415E+07(kN) RJY3*H=6.5166E+07(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=8.0854E+07(kN/m) RJY1=9.7886E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=6.4907E+06(kN/m) RJY3=1.1801E+07(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=2.9208E+07(kN) RJY3*H=5.3104E+07(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=7.6454E+07(kN/m) RJY1=9.7886E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=5.0361E+06(kN/m) RJY3=9.5354E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=2.2663E+07(kN) RJY3*H=4.2909E+07(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=7.0746E+07(kN/m) RJY1=9.0889E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=4.2499E+06(kN/m) RJY3=8.1468E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=1.9125E+07(kN) RJY3*H=3.6660E+07(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=7.0746E+07(kN/m) RJY1=9.0889E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=3.6989E+06(kN/m) RJY3=7.1616E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=1.6645E+07(kN) RJY3*H=3.2227E+07(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=7.3738E+07(kN/m) RJY1=9.0889E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=3.2588E+06(kN/m) RJY3=6.1027E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=1.4665E+07(kN) RJY3*H=2.7462E+07(kN) RJZ3*H=0.0000E+00(kN)Floor Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.25RJX1=3.8933E+07(kN/m) RJY1=4.8728E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.9330E+06(kN/m) RJY3=3.3166E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=1.3048E+07(kN) RJY3*H=2.2387E+07(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=8.8796E+07(kN/m) RJY1=1.0084E+08(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=3.3816E+06(kN/m) RJY3=4.8200E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=1.1835E+07(kN) RJY3*H=1.6870E+07(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=9.1874E+07(kN/m) RJY1=1.0084E+08(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=2.9821E+06(kN/m) RJY3=3.7970E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=1.0438E+07(kN) RJY3*H=1.3290E+07(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=8.8829E+07(kN/m) RJY1=8.9690E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=2.7711E+06(kN/m) RJY3=3.2832E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=9.6987E+06(kN) RJY3*H=1.1491E+07(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=8.8829E+07(kN/m) RJY1=8.9690E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=2.5907E+06(kN/m) RJY3=2.9729E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=9.0673E+06(kN) RJY3*H=1.0405E+07(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.25RJX1=8.8829E+07(kN/m) RJY1=8.9484E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=2.4414E+06(kN/m) RJY3=2.7735E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=8.5447E+06(kN) RJY3*H=9.7072E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=8.0711E+07(kN/m) RJY1=8.1363E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=2.3078E+06(kN/m) RJY3=2.6290E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=8.0772E+06(kN) RJY3*H=9.2017E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=7.8422E+07(kN/m) RJY1=7.9048E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=2.1939E+06(kN/m) RJY3=2.5190E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=7.6788E+06(kN) RJY3*H=8.8166E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=7.8422E+07(kN/m) RJY1=7.9245E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=2.0953E+06(kN/m) RJY3=2.4354E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=7.3335E+06(kN) RJY3*H=8.5238E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=7.8422E+07(kN/m) RJY1=7.9245E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=2.0088E+06(kN/m) RJY3=2.3670E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=7.0307E+06(kN) RJY3*H=8.2846E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=7.8422E+07(kN/m) RJY1=7.9245E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.9382E+06(kN/m) RJY3=2.3109E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=6.7836E+06(kN) RJY3*H=8.0883E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=6.6691E+07(kN/m) RJY1=7.2722E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.8487E+06(kN/m) RJY3=2.2640E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=6.4706E+06(kN) RJY3*H=7.9241E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=7.1896E+07(kN/m) RJY1=7.2722E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.7964E+06(kN/m) RJY3=2.1968E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=6.2873E+06(kN) RJY3*H=7.6889E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=7.1896E+07(kN/m) RJY1=7.2722E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.7422E+06(kN/m) RJY3=2.1364E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=6.0978E+06(kN) RJY3*H=7.4774E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=6.4596E+07(kN/m) RJY1=6.6362E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.6797E+06(kN/m) RJY3=2.0603E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=5.8790E+06(kN) RJY3*H=7.2110E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=6.3837E+07(kN/m) RJY1=6.5424E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.6255E+06(kN/m) RJY3=2.0056E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=5.6894E+06(kN) RJY3*H=7.0196E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=6.3837E+07(kN/m) RJY1=6.5424E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.5746E+06(kN/m) RJY3=1.9602E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=5.5110E+06(kN) RJY3*H=6.8606E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=6.1149E+07(kN/m) RJY1=6.2813E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.5239E+06(kN/m) RJY3=1.9145E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=5.3336E+06(kN) RJY3*H=6.7007E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=6.1149E+07(kN/m) RJY1=6.2813E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.4759E+06(kN/m) RJY3=1.8748E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=5.1657E+06(kN) RJY3*H=6.5618E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=6.1149E+07(kN/m) RJY1=6.2813E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.4294E+06(kN/m) RJY3=1.8383E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=5.0030E+06(kN) RJY3*H=6.4340E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=6.1149E+07(kN/m) RJY1=6.2813E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.3837E+06(kN/m) RJY3=1.8023E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=4.8430E+06(kN) RJY3*H=6.3081E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=6.1149E+07(kN/m) RJY1=6.2813E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.3380E+06(kN/m) RJY3=1.7644E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=4.6831E+06(kN) RJY3*H=6.1752E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=6.1149E+07(kN/m) RJY1=6.2813E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.2949E+06(kN/m) RJY3=1.7254E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=4.5320E+06(kN) RJY3*H=6.0388E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=5.0230E+07(kN/m) RJY1=4.9598E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.2411E+06(kN/m) RJY3=1.6649E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=4.3438E+06(kN) RJY3*H=5.8272E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=4.6308E+07(kN/m) RJY1=4.9599E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.1943E+06(kN/m) RJY3=1.6181E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=4.1802E+06(kN) RJY3*H=5.6635E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=4.9399E+07(kN/m) RJY1=4.8745E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.1536E+06(kN/m) RJY3=1.5843E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=4.0375E+06(kN) RJY3*H=5.5450E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=4.8774E+07(kN/m) RJY1=4.8161E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.1113E+06(kN/m) RJY3=1.5449E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=3.8894E+06(kN) RJY3*H=5.4073E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=4.2868E+07(kN/m) RJY1=4.3127E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.0675E+06(kN/m) RJY3=1.4902E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=3.7363E+06(kN) RJY3*H=5.2158E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=4.2868E+07(kN/m) RJY1=4.3127E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=1.0286E+06(kN/m) RJY3=1.4430E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=3.6000E+06(kN) RJY3*H=5.0505E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=3.9158E+07(kN/m) RJY1=3.9390E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=9.8109E+05(kN/m) RJY3=1.3969E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=3.4338E+06(kN) RJY3*H=4.8893E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=3.9158E+07(kN/m) RJY1=3.9390E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=9.4431E+05(kN/m) RJY3=1.3564E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=3.3051E+06(kN) RJY3*H=4.7472E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=3.9133E+07(kN/m) RJY1=3.9380E+07(kN/m) RJZ1=0.0000E+00(kN/m)RJX3=9.0307E+05(kN/m) RJY3=1.3055E+06(kN/m) RJZ3=0.0000E+00(kN/m)RJX3*H=3.1608E+06(kN) RJY3*H=4.5693E+06(kN) RJZ3*H=0.0000E+00(kN)Floor - Gmass(活荷折減)= Ratx Raty 薄弱層剪力放大系數(shù)=1.00RJX1=3.9133E+07(kN/m) RJY1=3.9380E+07(kN/m) RJZ1=0.0000E+0