动力房计算书

1、20(1)21(1)22(1)23(1)24(1)25(1)152(1)350*800153(1)350*800154(1)350*800155(1)350*800156(1)350*800157(1)350*800158(1)350*800159(1)350*800160(1)350*800600600600600600600130(1)300*600131(1)300*600132(1)300*600133(1)300*600134(1)300*600135(1)300*700136(1)300*700137(1)300*700138(1)300*600139(1)300*600140(1

2、)300*600141(1)300*600124(1)200*400122(1)123(1)250*400250*400109(1)200*40014(1)15(1)16(1)17(1)18(1)19(1)95(1)96(1)350*80097(1)350*80098(1)350*80099(1)350*800100(1)350*800101(1)350*800102(1)350*800103(1)350*800104(1)350*800105(1)350*800106(1)350*800600350*800600600600600600Xm=18.76Ym=104.4272(1)300*60

3、073(1)300*60074(1)300*60075(1)300*60076(1)300*60077(1)300*60078(1)300*60079(1)300*60080(1)300*60081(1)300*60082(1)300*600Xs=18.50 Ys=102.728(1)9(1)10(1) 51(1)350*80011(1)12(1)13(1)47(1)350*80048(1)350*80049(1)350*80050(1)350*80052(1)53(1) 54(1)55(1)350*80056(1)350*80057(1)350*80058(1)350*80059(1)350

4、*800350*800 350*800 350*80060060060060060060031(1)300*60032(1)300*60033(1)300*60034(1)300*60027(1)28(1)29(1)30(1)300*600300*600300*600300*60024(1)250*40025(1)250*4001(1)2(1)6(1)7(1)3(1)5(1)4(1)1(1)350*8002(1)350*8003(1)350*8004(1)350*8005(1)350*8006(1)350*8007(1)8(1)350*8009(1)350*80010(1)350*80011(

5、1)350*800350*800700700700700600450600第 1 层墙柱 及墙节梁点简图梁总数 = 160 柱总数 = 25 墙梁数 = 0墙柱数 = 0 支撑数= 015(1)350*80037(1)350*80060(1)350*80083(1)350*800107(1) 112(1)350*800 350*800600128(1)350*800142(1)350*800600600700108(1)200*400113(1)200*400129(1)200*40016(1)300*60038(1)300*60061(1)300*60084(1)300*600114(1)3

6、00*600143(1)300*60017(1)350*80039(1)350*80062(1)350*80085(1)350*800115(1)350*800144(1)350*80060060060070018(1)300*60040(1)300*60063(1)300*60086(1)300*600116(1)300*600145(1)300*60012(1)350*80026(1)350*80041(1)350*80064(1)350*80087(1)350*800117(1)400*800146(1)400*80060060060060013(1)300*60035(1)300*60

7、065(1)300*60088(1)300*600110(1)300*600125(1)300*60014(1)300*60036(1)300*600450126(1)250*40066(1)100*10089(1)100*10019(1)350*80042(1)350*80067(1)350*80090(1)350*800111(1)400*800127(1)400*800147(1)400*80060060060060020(1)300*60043(1)300*60068(1)300*60091(1)300*600118(1)300*600148(1)300*60021(1)350*800

8、44(1)350*80069(1)350*80092(1)350*800119(1)350*800149(1)350*80060060060070022(1)300*60045(1)300*60070(1)300*60093(1)300*600120(1)300*600150(1)300*60023(1)350*80046(1)350*80071(1)350*80094(1)350*800121(1)350*800151(1)350*80060060070060020(1)21(1)22(1)23(1)24(1)25(1)176(1)350*800177(1)350*800178(1)350*

9、800179(1)350*800180(1)350*800181(1)350*800182(1)350*800183(1)350*800184(1)350*800185(1)350*800186(1)350*800600600600600600600171(1)200*400172(1)200*400143(1)300*600144(1)300*600145(1)300*600146(11)47(1)300*63000*600148(1)300*600149(1) 150(1) 151(1)300*600 300*600 300*600152(1)300*600153(115)4(1)300*

10、360000*600155(1)300*600156(1)300*600157(1)300*600158(1)300*600159(1)300*60014(1)15(1)16(1)17(1)18(1)19(1)108(1)350*800109(1)350*800110(1)111(1)12(1)350*830500*800113(1)350*800114(1) 15(1) 116(1)117(1)350*8001181(119)(1)120(1)350*800121(1)350*800122(1)123(1)350*800124(1)350*800350*800600 350*800350*8

11、00 350*8003503*580*0800350*800600600600600600Xm=18.8273(1)300*60074(1)300*60075(1)300*60076(1)77(1)300*63000*60078(1)300*60079(1) 80(1) Y8m1=(110)4.18300*600 300*600 300*60082(1) Xs=18.50 300*60083( 8)4(1)300*360000*60085(1)300*60086(1)300*60087(1)300*60088(1)300*60089(1)300*600Ys=103.528(1)9(1)10(1

12、) 54(1)350*120011(1)12(1)13(1)50(1)350*120051(1)350*120052(1)350*120053(1)350*120055(1)56(1)57(1)350*120058(1)350*120059(1)350*120060(1)350*120061(1)350*1200350*1200350*120060060060060060060031(1)300*60032(1)300*60033(1)300*60034(1) 35(1)36(1)37(1)27(1)28(1)29(1)30(1)300*600300*6300*600300*600300*60

13、0300*600300*600300*60024(1)250*40025(1)250*4001(1)2(1)6(1)7(1)3(1)5(1)4(1)1(1)350*8002(1)350*8003(1)350*8004(1)350*8005(1)350*8006(1)350*8007(1)350*8008(1)350*8009(1)350*80010(1)350*80011(1)350*800700700600450600700700第 2 层墙柱 及墙节梁点简图梁总数 = 186 柱总数 = 25 墙梁数 = 0墙柱数 = 0 支撑数= 015(1)350*80040(1)350*80062(

14、1)350*80090(1)350*800125(1)350*800162(1)350*80060060060070016(1)300*60041(1)300*60063(1)300*60091(1)300*600126(1)300*600163(1)300*60017(1)350*80042(1)350*80064(1)350*80092(1)350*800127(1)350*800164(1)350*80060060060070093(1)100*10094(1)100*10095(1)300*600128(1)100*100129(1)100*100130(1)300*60018(1)3

15、00*60043(1)300*60065(1)300*600165(1)300*60012(1)350*80026(1)350*80044(1)350*80066(1)350*80096(1)350*800131(1)350*800166(1)350*80060060060060097(1)100*10098(1)100*100132(1)100*100133(1)100*10013(1)300*70038(1)300*70067(1)300*60099(1)300*600134(1)300*600167(1)300*60014(1)300*60039(1)300*60045019(1)350

16、*80045(1)350*80068(1)350*800100(1)135(1)168(1)350*8003510*18(010)100*100102(1)100*10013560(*18)00100*100137(1)100*10060060060060020(1)300*60046(1)300*60069(1)300*600103(1)300*600138(1)300*600169(1)300*600104(1)110050(*11)00350*800139(1)10104*01(010)350*80021(1)350*80047(1)350*80070(1)350*800170(1)35

17、0*80060060060070022(1)300*60048(1)300*60071(1)300*600106(1)300*600141(1)300*600160(1)300*600173(1)300*600174(1)200*40023(1)350*80049(1)350*80072(1)350*800107(1)350*800142(1)350*800161(1)350*800175(1)350*800 60070060060016(1)60(1)17(1)61(1)18(1)62(1)19(1)63(1) 20(1)64(1) 21(1)200*550200*550200*550200

18、*550200*55050050050050050050014(1)15(1)500500Xs=18.53Ys=101.868(1)9(1)10(1)11(1)12(1)13(1)46(1)350*80047(1)350*80048(1)350*80049(1)350*80050(1)350*80051(1)350*80052(1)350*80053(1)350*80054(1)350*80055(1)350*800500500500500500500Xm=19.06Ym=97.5334(1)300*60033(1)300*60024(1)300*60025(1)300*60026(1)300

19、*60027(1)300*60028(1)300*60029(1)300*60030(1)300*60031(1)300*6001(1)2(1)3(1) 5(1)350*8005(1)6(1)7(1)4(1)1(1)350*8002(1)350*8003(1)350*8004(1)350*8006(1)350*8007(1)8(1)350*8009(1)350*80010(1)350*80011(1)350*800350*800500500500450500500500第 3 层墙柱及墙节梁点简图梁总数 64 柱总数 21 墙梁数0 墙柱数 0 支撑数 056(1) 58(1)12(1)350

20、*80035(1)350*800200*550200*55050050050050013(1)250*55036(1)250*55014(1)350*80037(1)350*80050050050015(1)250*55038(1)250*55016(1)350*80032(1)350*80044(1)350*80050050050022(1)300*60023(1)300*70045(1)300*70045017(1)350*80039(1)350*80050050050018(1)250*55040(1)250*55019(1)350*80041(1)350*80050050050020(

21、1)300*60042(1)300*60021(1)350*80043(1)350*80057(1)59(1)200*550200*55050050050050011(1)300*60012(1)300*600400400Xm=18.566(1Y)m=96.32250*600Xs=18.576(1) Ys=962.5302*6001(1)2(1)1(1)300*6002(1)300*600400400第 4层墙柱 及墙梁节点简图梁总数 = 12柱总数 = 4墙梁数 = 0墙柱数 = 0支撑数= 03(1)300*6008(1)300*6004004004(1)250*6009(1)250*60

22、05(1)300*60010(1)300*6004004001*20.51*20.51*20.51*20.51*20.51*20.51*20.51*20.51*20.51.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)14.0 0.0(3.5)6.5 3.6(8.0)6.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)1*18.01*18.01*18.01*15.01*15.01*15.01*15.01.5 3.61.5 3.6(8.0)(8.0)1*18.51*18.51.5 3.6(8.0)1.5 3.6(8.0)1.5 3

23、.6(8.0)1.5 3.6(8.0)1.53.66.5 3.6(8.0)6.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)(8.0)1.53.61*18.5(8.0)1.5 3.6(8.0)1*9.01.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)6.5 3.6 1.5 3.66.5 3.6(8.0)6.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)(8.0)(8.0)1.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6

24、(8.0)6.5 3.6 1.5 3.66.5 3.6(8.0)6.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)(8.0)(8.0)1*15.51*15.51.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)6.5 3.6(8.0)6.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(3.5)14.0 0.0(3.5)1*18.51*18.56.5 3.6(8.0)1.5 3.6(2.5)1.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)1.5 3

25、.6(8.0)1.5 3.6(8.0)1.5 3.6(8.0)1.5 3.6(3.5)1*20.51*20.51*20.51*20.51*20.51*20.51*20.51*20.51*20.51*20.51*20.5第 _1 层梁、墙柱节点输入及楼面荷载平面图 ：kN/m（括号中为活荷载值）括号中为板自重1*20.51*20.51*20.51*20.51*20.15*20.51*20.51*20.51*18.51*15.51*15.51*15.51*15.51*15.51*15.51*15.51*18.51*9.01*18.51*15.51*15.51*18.51*15.51*15.51*1

26、5.51*15.01*15.01*15.01*20.51*20.51*20.51*20.51*20.51*20.51*14.01*14.01*14.01*14.01*14.01*14.01*14.01*14.01*14.01*14.01*14.03.5 3 6(5.0)1*13.53.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.163.03.53

27、.63.6(5.0)(5.0()5.0)3.5 3.6(5.0)3.5 13.603.65 3.63.5 3.6(5.0)3.513.03.63.63.5 3.6(5.(5).0)(5.0)3.5 3.613.03.6 3.5 3.63.5 3.6(5.0)(5.0) (5.0) (5.0)(5.0)(5.0)(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.163.03.53.63.6(5.0)(5.0()5.0)3.5 3.6(5.0)3.5 13.603.65 3.63.5 3.6(5.0)3.513.03.63.63.5 3.6(5.(5).0)(5.0)3.5 3

28、.613.03.6 3.5 3.63.5 3.6(5.0)(5.0) (5.0) (5.0)(5.0)(5.0)(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)3.5 3.6(5.0)1*15.51*15.51*15.51*15.51*15.51*15.51*15.51*15.51*15.51.5 3.6(5.0)1.5 3.6(5.0)6.5 3.6(5.0)1.5 3.6(5.0)1.5 3.6(2.5)1.5 3

29、.6(2.5)1.5 3.6(2.5)1.5 3.6(2.5)1.5 3.6(3.5)1.5 3.6(3.5)14.0 0.0(3.5)1*8.10*8.01*13.51*13.51.5 3.6(2.5)1.5 3.6(2.5)1.5 3.6(2.5)1.5 3.6(2.5)1.5 3.6(5.0)1.5 3.6(5.0)6.5 3.6(5.0)1.5 3.6(5.0)1.5 3.6(3.5)1*15.51*15.51*15.51*15.51*15.51*15.51*15.51*15.51*15.51*15.51*15.5第 _2 层梁、墙柱节点输入及楼面荷载平面图 ：kN/m（括号中为活荷载

30、值）括号中为板自重1*15.51*15.51*14.01*14.01*14.01*14.01*5.01*5.01*13.51*13.51*13.51*13.51*13.51*13.51*13.51*13.53*5.0*2.142*5.0*2.181*13.51*15.51*15.51*14.01*14.01*14.01*14.01*14.01*5.01*5.01*5.01*5.01*5.01*5.01*5.01*5.01*5.01*5.03.5 3.1(2.5)3.5 3.1(5.0)3.5 3.1(5.0)3.5 3.1(5.0)3.5 3.1(5.0)3.5 3.1(2.5)3.5 3.1

31、(2.5)3.5 3.1(2.5)3.5 3.1(2.5)1*8.01*8.01.50.0(3.5)1.5 3.1(8.0)1.5 3.1(8.0)3.5 3.1(2.5)3.5 3.1(2.5)3.5 3.1(2.5)3.5 3.1(2.5)3.5 3.1(5.0)3.5 3.1(5.0)3.5 3.1(5.0)3.5 3.1(5.0)1*5.01*5.01*5.01*5.01*8.01*8.01*8.01*5.01*5.01*5.01*5.0第 _3 层梁、墙柱节点输入及楼面荷载平面图 ：kN/m（括号中为活荷载值）括号中为板自重1*5.01*5.01*8.01*8.01*8.01*8.0

32、1*8.01*8.01*5.01*5.01*5.01*5.03.53.13.53.1(0.5)(0.5)3.53.13.53.1(0.5)(0.5)1*5.01*5.0第 _4 层梁、墙柱节点输入及楼面荷载平面图 ：kN/m（括号中为活荷载值）括号中为板自重1*5.01*5.01*5.01*5.0(0.24)(0.36)(0.38)(0.41)(0.38)(0.25)1 001.001 001.001.001.00(0.36)(0.49)(0.53)(0.57)(0.54)(0.34)1 001.001 001.001.001.00(0.41)(0.58)(0.69)(0.75)(0.66)(

33、0.42)1 001.001 001.001.001.00(0.23)(0.35)(0.38)(0.24)(0.46)(0.43)(0.48)1.001.001.001.001.001.001.00第 1 层柱轴压比与有效长度系数简图1.001.001.001.001.001.001.001.001 001.001.001.001.001 001.001.001.001.001.001.001.001.001.001.001 00(0.12)(0.18)(0.17)(0.17)(0.18)(0.12)1.251.251.251.251.251.25(0.18)(0.26)(0.25)(0.25

34、)(0.26)(0.18)1.251.251.251.251.251.25(0.24)(0.38)(0.44)(0.45)(0.41)(0.25)1.251.251.251.251.251.25(0.13)(0.21)(0.24)(0.14)(0.30)(0.27)(0.29)1.251.251.251.251.251.251.25第 2 层柱轴压比与有效长度系数简图1.251.251.251 251.251.251.251 251.251.251.251.251.251.251.251.251.251.251.251.251 251.251.251.251.25(0.03)(0.02)(0.

35、02)(0.02)(0.02)(0.03)1 251.251.251.251.251.25(0.02)(0.02)1 251.25(0.11)(0.18)(0.27)(0.26)(0.20)(0.11)1.251.251.251.251.251.25(0.10)(0.19)(0.25)(0.21)(0.21)(0.10)(0.12)1.251.251.251.251.251.251.25第 3 层柱轴压比与有效长度系数简图1.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.25(0.

36、14)(0.14)1.25(0.14)1.251.25第 4层柱轴压比与有效长度系数简图1.251.251.251.251.25(0.14)3.82.62.62.62.64.9G0.6-0.6G0.7-0.5G0.7-0.5G0.6-0.5G0.7-0.6G0.7-0.5G0.7-0.5G0.7-0.5G0.6-0.6(0.24)1.2(0.36)1.2(0.38)1.2(0.41)(0.38)1.2(0.25)16-6-00-6-2019-6-07-13-160-6-1817-0-1819-6-07-14-180-6-1920-6-07-13-180-6-161.2161.2188-16-1

37、919-14-716-12-79-15-918-14-718-15-8VT1-0.1VT1-0.1VT1-0.0VT1-0.1VT1-0.1G1.1-0.0G1.2-0.0G1.2-0.0G1.5-0.2G1.2-0.1G1.1-0.114101212G0.2-0.2G0.2-0.2G0.4-0.4G0.4-0.4G0.4-0.4G1.1-0.7G0.9-0.9G1.2-0.8G1.0-0.7G0.9-0.6G0.7-0.5G0.4-0.34-0-04-7-90-0-011-13-130-4-2212-10-421-5-44-7-84-7-298-6-428-0-00-0-00-7-2835-

38、4-04-10-120-4-2813-12-428-4-04-10-120-0-413-15-46-18-2323-20-119-6-6VT1-0.1VT3-0.2VT1-0.1G0.2-0.23-2-02-2-2G0.2-0.2G0.4-0.42-0-02-7-70-2-127-4-2G0.3-0.34-2-22-2-22.62.62.62.62.62.6(0 36(0.49)(0.53(0.57)(0.54)(0.34)1.7G1.3-1 3G0.5-0.5G1.0-0.8G0.7-0.5G0.7-0.5G1.0-0.8G0.6-0.6G1.2-1.2G1.2-1.0G1.2-1.0G1.

39、0-0.8G0.8-0.61.2 18-1 -66-0-012-32-400-6-3239-24-1029-6-09-19-280-6-2728-19-832-6-010-26-420-0-66-12-3411-6-1033-6-010-27-430-6-3343-27-1032-6-010-22-360-6-2137-25-91.21.21.21.27-9-1143-35-1410 VTG31-.02-20.0G1.5-0.0G1.9-0.0G1.9-0.0G1.9-0.0G1.2-0.0VT1-0.11010101013G0.2-0.2G0.4-0.3G0.4-0.3G0.4-0.2G0.

40、4-0.4G0.2-0.2G0.5-0.4G0.4-0.4G0.4-0.4G0.4-0.4G0.2-0.24-0-04-13-120-4-1710-9-417-4-44-7-74-5-177-7-418-4-04-10-110-0-411-11-104-7-239-4-423-4-44-9-114-4-2011-11-420-4-04-8-90-0-410-11-42.62.62.6 G1.4-1.22.62.62.6G0.7-0.6G0.9-0.7G0.6-0.5G0.7-0.6G0.8-0.8 G0.9-0.9 G1.6-1.6G1.9-1.90.75)G1.1-0.9G1.1-0.9G1

41、.1-0.9G0.9-0.8(0.41(0.58)(0.69(0.66)(0.42)1.520-6-010-26-380-6-2937-24-926-6-08-19-270-6-2927-18-937-7-00-0-00-0-0 0-0-00-12-3832-6-010-24-380-6-3238-24-1032-6-010-24-400-6-2340-27-91.2101.2101.2101.2101.21011-13-2526-34-36 36-36-34 35-28-1613-6-12G2.2-0V.T02-0.2VT3-0.2 VT7-0.5VT4-0.3VT2-0.2G1.5-0.0

42、G1.9-0.0G2.5-0.0G2.2-0.0G1.5-0.012G0.4-0.2G0.4-0.4G0.5-0.4G0.4-0.2G0.2-0.2G0.4-0.4G0.4-0.4G0.2-0.24-0-04-13-130-4-2712-9-427-4-04-11-160-0-516-16-44-0-00-4-2424-4-44-4-94-15-1414-11-44-9-1111-10-4G0.4-0.4G0.2-0.217-2-02-4-52-0-04-5-34.92.62.64.92.62.6(0.23)(0.35)(0.38)(0.24)1.42.0(0.46(0.43)G0.5-0.5

43、(0.48)G1.1-1.1G0.9-0.6G0.9-0.7G0.8-0.6G0.6-0.5G2.0-2.0G0.7-0.5G0.8-0.6G1.2-0.8G1.0-0.71.41.42.024-6-00-6-2623-6-00-6-1917-13-715-7-00-6-710-7-71.3 7-6-15 1.217-6-0G1.5-0.0 7-13-170-7-2516-12-930-7-00-7-281.2G1.3-0.0 12-16-1919-14-8G1.4-0.0 7-13-17G1.5-0 90-7-9G1.1-07-06-7G1.4-0.1 10-14-1919-16-16G1.

44、3-0.414131416101010VT1-0.1VT1-0.1VT1-0.1VT11-0.7VT8-0.5VT1-0.1VT1-0.1第 1 层混凝土构件配筋及钢构件应力比简图 ( : cm*cm )本层: 层高 6000 (mm) 梁总数 160 柱总数 25 支撑数 0墙总数 0墙柱数 0 墙梁数 0混凝土强度等级: 梁 Cb 30 柱 Cc 30 墙 Cw 30主筋强度: 梁 FIB 360 柱 FIC 360 墙 FIW 360(白色墙体为短肢剪力墙)G23-6-00.7-0.5G0.9-0.6G0.5-0.5G0.7-0.5G1.1-1.1G0.8-0.8G0.5-0.5G0.7

45、-0.50-6-2118-14-717-6-07-11-150-6-2015-11-720-14-88-6-00-0-014-17-180-6-1912-15-187-6-66-10-1318-14-10VT1-0.1VT3-0 2VT3-0.2VT1-0.110101523G 8-4-20.4-0.4G0.2-0.2G0.3-0.32-0-02-5-50-0-25-4-2V2-2-2T1-0.1G 4-0-00.2-0.2G0.4-0.4G0.4-0.2G0.4-0.4G0.4-0.4G0.2-0.20-4-1713-11-417-4-44-8-104-4-1810-8-418-4-04-1

46、4-140-0-414-13-44-13-13G29-7-01.0-0.8G1.0-0.8G0.6-0.5G0.7-0.5G0.9-0.7G0.9-0.70-6-2935-22-923-6-07-18-260-6-2626-18-828-6-09-23-340-6-2234-22-1113-23-3510101015G 4-0-00.2-0.2G0.4-0.4G0.4-0.2G0.4-0.2G0.4-0.3G0.2-0.20-4-1711-10-416-4-44-7-84-4-168-7-416-4-04-10-104-0-49-9-44-12-12G18-6-00.7-0.5G0.9-0 9

47、G1.0-0.8G0.8-0.6G1.1-0.8G1.5-1.2G1.7-1.40-0-00-6-2925-18-925-6-08-20-270-6-3527-18-1139-0-00-8-259-18-2525-25-2512-36-5355-36-10VT7-0.5VT1-0.1VT2-0.21010108G 5-0-00.5-0.3G0.4-0.20-0-820-17-44-15-20VT1-0.1G13-4-4 4-7-80.2-0.2G0.4-0.4G0.6-0.4G0.2-0.24-8-268-6-429-10-44-4-54-0-05-6-4G21-0-01.0-0.7G0.8-

48、0.50-0-1325-24-56-16-246G 0-0-22-3-20.2-0.2G19-7-01.0-0.6G1.3-0.9G0.8-0.6G1.1-0.9G2.1-1.9G0.9-0.9G1.9-1.60-7-2824-6-08-20-310-7-3731-18-1141-12-00-0-825-51-628-0-279-22-2525-19-913-10-2163-41-101010108VT1-0.1VT4-0.2VT1-0.1G 4-0-00.2-0.2G0.5-0.4G0.4-0.4G0.4-0.4G0.8-0.6G0.4-0.20-4-2214-12-420-4-44-7-9

49、4-5-248-7-425-0-04-17-170-0-417-16-44-14-14G31-7-01.1-0.9G1.2-1.0G0.8-0.6G1.0-0.8G1.3-1.1G1.4-1.20-6-3037-23-924-6-08-20-300-6-3230-19-1034-6-011-33-490-6-2549-32-1114-24-371010817G 5-0-00.4-0.3G0.6-0.4G0.5-0.4G0.4-0.4G0.5-0.4G0.2-0.20-4-2213-12-420-4-44-9-104-5-2310-8-424-4-04-15-170-0-417-15-44-15

50、-15G24-7-00.8-0.6G0.9-0.6G0.5-0.5G0.6-0.5G0.9-0.6G0.8-0.50-6-2218-6-07-11-140-6-1914-10-723-6-00-6-2013-14-1818-13-77-16-2020-15-1110102412VT1-0.1VT1-0.1VT1-0.1VT1-0.14.92.62.62.62.64.9G0.6-0.6G0.5-0.5G0.5-0.5G0.5-0.5G0.5-0.5G0.5-0.5G0.5-0.5G0.5-0.5G0.5-0.5G0.5-0.5G0.7-0.7(0.12)1.2(0.18)1.2(0.17)1.2

51、(0.17)1.2(0.18)1.2(0.12)1.211-0-07-14-170-6-1717-12-715-6-07-9-130-6-1413-10-715-6-07-12-150-6-1515-12-714-6-07-9-120-6-1512-9-716-6-00-0-00-6-107-11-166-15-1414-10-7VT3-0.2G1.1-0.0G1.1-0.0G1.1-0.0G1.1-0.0G1.1-0.0G1.1-0.0151817181916G0.3-0.3G0.3-0.22-0-02-3-30-0-54-5-2G0.2-0.2G0.4-0.4G0.5-0.3G0.5-0G

52、05.5-0.5G0.4-0.2G0.7-0.7 G0.2-0.2 G0.5-0.5G0.4-0.3G1.0G01.50-0.5G0.2-0.2G0.2-0.2G0.7-0 7G0.4-0.4G0.2-0.24-0-04-13-130-4-2012-10-418-6-44-0-0 0-0-06-7-8 8-8-70-4-167-6-417-7-4 4-4-00-0-00-4-159-9-415-131-11-17-55-4-04-8-80-4-98-7-49-12- 516-4-04-10-120-0-413-13-44-4-64-4-44-6-77-9-94-4-44-4-44-4-VT1-

53、0.1VT2-0.1VT2-VT12-0.1VT2-0.12.62.62.62.62.62.6(0.18)1.214(0.26)(0.25)(0.25)G(00.72-60).7(0.18)G0.6-0.5G0.9-0.7G0.7-0.6G0.5-0G05.5-0.5G0.6-0.5G0.9-0.G90.5-0.5 G0.5-0.5G0.7-0.5G0 8G-00.68-0.6G0.5-0.5G0.5-0.5G0.8-0.7G0.5-0.514-0-07-25-350-6-2835-22-926-7-0G1.18-06.-0140-0-0 0-0-00-6-2324-16-71.2 25-12

54、-6 6-6-00-0-00-6-2530-20-812.12- 7-41-8-66-0-06-19-250-0-1325-18-613-18-2224-6-00-0-1332-23-71.26-6-71.21.21 -18-2200-23-24G81-.61-606.-011-13 15-25-307-66G6-16.-16-0.07-20-32G1.1-0.0G1.1-0.0G1.1-0.01010101018G0.2-0.2G0.2-0.2G0.5-0.5G0.2-0G02.5-0.5G0.2-0.2G0.6-0.6 G0.2-0.2 G0.5-0.5G0.2-0.2G0.9G00.59

55、-0.5G0.2-0.2G0.2-0.2G0.6-0 6G0.2-0.2G0.2-0.24-0-04-8-70-4-126-6-412-4-00-0-0 0-4-45-5-5 5-4-44-4-114-4-412-5-44-0-00-0-45-5-54-0-115-6-410-9-77-5-44-4-44-5-54-4-55-5-45-7-1010-4-04-5-50-0-46-7-44-4-54-4-4 4-5-54-4-44-4-44-4-VT1-0.1VT2-0.1VT2-V0T12-0.1VT2-0.12.62.62.6 G0.6-0.62.62.62.6G0.5-0.5G0.5-0.

56、5G0.5-0.5G0.5-0.5G0.6-0.6G0.7-0.7G0.9-0.9G0.5-0.5G0.5-0.5G0.7-0.5G0.5-0.5(0.24)1.213(0.38)(0.44)1.2(0.45)(0.41)(0.25)11-0-011-18-210-9-1821-15-1117-9-00-9-1816-12-1120-11-00-0-00-0-00-11-2118-9-00-9-1918-13-1119-0-00-0-1125-20-111.2101.2101.2101.21311-12-1613-11-1617-20-2121-21-2020-13-1311-13-1811-

57、17-25G1.5-V0T20-0.1VT1-0.1 VT8-0.4VT3-0.1G1.1-0.0G1.2-0.0G1.5-0.0G1.5-0.0G1.1-0.010G0.2-0.2G0.2-0.2G0.4-0.3G0.2-0.2G0.2-G00.22-0.2G0.2-0.2G0.2-0.2G0.2-0.2G0.2-0.2G0.2-0.24-0-04-7-70-4-166-5-416-4-04-7-80-0-0 0-0-00-0-0 0-4-44-0-04-7-70-4-126-5-412-4-04-4-50-0-55-5-47-8-8 8-8-77-7-55-4-4G0.2-0.2G0.2-

58、0.28-2-22-2-23-0-02-3-34.92.62.64.92.62.6(0.13(0.21)2.0(0.24)(0.14)(0.30)(0.27)G0.6-0.(60.29)G1.4-1.4G0.5-0.5G0.5-0.5G0.5-0.5G0.5-0.5G1.1-1.1G0.5-0.5G0.6-0.6G0.8-0.6G0.6-0.61.416-6-0G1.3-0.0 8-10-120-6-1812-9-71.416-6-0G1.3-0.0 7-8-110-6-1311-8-712-7-00-7-98-7-90.99-7-13 1.212-6-0G1.1-0.07-10-130-7-

59、1913-9-91.421-7-00-7-191.41.2G1.1-09-07-8G0.8-09.-07-9G1.3-0.09-12-1616-13-10G1.3-0.0141210791114VT7-0.5VT6-0.4VT1-0.1VT1-0.0第 2 层混凝土构件配筋及钢构件应力比简图 (: cm*cm )本层: 层高 = 7200 (mm) 梁总数 = 186 柱总数 = 25 支撑数 = 0墙总数 = 0墙柱数 = 0 墙梁数 = 0混凝土强度等级: 梁 Cb = 30 柱 Cc = 30 墙 Cw = 30主筋强度: 梁 FIB = 360 柱 FIC = 360 墙 FIW =

60、360(白色墙体为短肢剪力墙)G16-6-00.5-0.5G0.5-0.5G0.7-0.7G0.5-0.5G0.6-0.5G0.6-0.60-6-1611-8-715-6-07-11-150-6-1714-9-717-6-07-11-150-6-1315-13-88-10-1111162018G 4-0-04-8-80.2-0.2G0.2-0.2G0.6-0.6G0.4-0.2G0.4-0.4G0.2-0.20-4-147-5-415-4-04-7-90-4-147-6-415-0-04-9-120-0-412-12-4G19-6-00.5-0.5G0.6-0.5G0.7-0.7G0.7-0.