办公楼-东1面积

1、6.23.83.83.83.84.93.8G0.8-0.8 23-17-1722-17-173.8(0.25)(0.33)(0.30)(0.25)(0.26)(0.20)(0.37)(0.35)G0.8-0.8 22-17-022-17-17G0.8-0.8 0-17-2217-17-22G0.5-0.5 13-10-013-10-10G0.5-0.5 0-10-1310-10-13G0.5-0.5 13-10-013-10-10G0.5-0.5 0-10-1310-10-13G0.8-0.8 17-17-017-17-17G0.8-0.8 0-17-2317-17-22G0.5-0.5 13

2、-10-013-10-10G0.5-0.5 0-10-1310-10-13G0.5-0.5 13-0-1313-10-13G0.5-0.5 13-0-1313-10-133.43.43.43.03.03.43.43.4G5.0-0.1G5.0-0.0G5.6-1.7G5.6-1.1G5.6-0.32525G5.6-0.4G5.6-0.4G5.6-0.5666853495546G0.2-0.2 4-2-22-2-2G0.2-0.2 2-0-02-2-2G0.2-0.2 5-2-02-2-2G0.2-0.2 0-0-43-2-2G0.3-0.3 4-2-02-2-2G0.3-0.3 0-2-52-

3、2-2G0.3-0.3 4-2-22-2-2G0.3-0.3 2-0-02-2-23.83.83.83.83.83.83.8G0.8-0.8 22-17-1722-17-173.8(0.33)(0.34)(0.35)(0.29)(0.27)(0.22)(0.45)(0.41)G0.8-0.8 22-17-022-17-17G0.8-0.8 0-17-2217-17-22G0.5-0.5 13-10-013-10-10G0.5-0.5 0-10-1310-10-13G0.5-0.5 13-10-013-10-10G0.5-0.5 0-10-1310-10-13G0.8-0.8 17-17-017

4、-17-17G0.8-0.8 0-17-2217-17-22G0.5-0.5 13-10-013-10-10G0.5-0.5 0-10-1310-10-13G0.5-0.5 13-0-1313-10-13G0.5-0.5 13-0-1313-10-133.43.43.43.03.03.43.43.4G5.0-1.7G5.0-1.7G5.6-4.2G5.6-2.9G5.6-0.9G5.6-1.0G5.6-0.7G5.6-1.4333410367575156673.83.83.83.83.83.83.83.8(0.29)(0.34)(0.28)(0.24)(0.24)(0.22)(0.31)(0.

5、30)G0.8-0.8 22-0-2222-17-22G0.5-0.5 13-10-013-10-10G0.5-0.5 0-10-1310-10-13G0.5-0.5 13-10-013-10-10G0.5-0.5 0-10-1310-10-13G0.8-0.8G0.5-0.5 13-10-013-10-10G0.5-0.5 0-10-1310-10-13G0.5-0.5 13-0-1313-10-13G0.5-0.5 13-0-1313-10-1322-0-2222-17-223.43.43.43.03.03.43.43.4G5.0-1.5G5.0-1.5G5.6-3.9G5.6-2.9G5

6、.6-0.63433G5.6-0.9G5.6-0.7G5.6-1.810171534753783.83.83.84.94.9(0.39)(0.39)(0.35)(0.24)(0.21)G0.5-0.5G0.5-0.5 0-10-1310-10-13G0.8-0.8G0.5-0.5 13-10-013-10-10G0.5-0.5G0.5-0.514-10-013-10-1022-0-2222-17-220-10-1410-10-1313-0-1313-10-133.03.03.0G5.0-0.0G5.0-0.0G5.0-0.03436398.13.84.93.63.6(0.25)(0.32)(0

7、.21)G0.8-0.8 22-0-2222-17-22G0.5-0.5 14-10-013-10-10G0.5-0.5 0-10-1510-10-13G0.5-0.5 14-0-1413-10-133.43.43.4G5.9-3.1G5.9-4.0G5.6-1.8G5.6-1.3G5.6-0.5186168816945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 = 1500 (mm) 梁总数 = 98 柱总数 = 32 支撑数 = 0混凝土强度等级: 梁 Cb = 30 柱 Cc = 45 墙 Cw = 30G0.8-0.8 22-0-2222-17-22G

8、1.6-1.6 30-17-3029-17-29G0.8-0.8 22-0-2222-17-2239838337G0.2-0.2 4-0-42-3-2G0.8-0.8 22-0-2222-17-22G1.4-1.4 28-17-2827-17-27G0.8-0.8 22-0-2222-17-2262615761G0.2-0.2 3-0-32-3-2G0.2-0.2 3-0-32-3-2G0.5-0.5 13-0-1313-10-13G0.8-0.8 17-10-1717-10-17G0.5-0.5 13-10-1013-10-10G0.5-0.5 10-10-1310-10-137455655

9、G0.2-0.2 3-0-32-2-2G0.2-0.2 4-2-02-2-2G0.2-0.2 0-0-43-3-2G0.8-0.822-0-2222-17-22G1.0-1.0 23-17-2322-17-22G0.8-0.8 22-17-1722-17-17G0.8-0.8 17-0-1717-17-17G0.8-0.8 17-17-2217-17-223937330G0.3-0.3 3-2-22-2-2G0.2-0.2 2-0-02-2-2G0.3-0.3 0-2-32-2-2G0.2-0.2 6-2-02-2-2G0.2-0.2 0-0-02-4-4G0.2-0.2 0-2-54-2-2

10、G0.8-0.822-0-2222-17-22G0.9-0.9 22-17-2222-17-22G0.8-0.8 22-17-022-17-17G0.8-0.8 0-17-2217-17-2241373631G0.2-0.2 3-0-22-2-2G0.2-0.2 3-2-02-2-3G0.2-0.2 0-0-33-3-2G0.5-0.5 13-0-1313-10-13G0.7-0.7 15-0-1515-10-15G0.5-0.5 13-10-013-10-10G0.5-0.5 0-10-1310-10-1342535555G0.5-0.5 13-0-1313-10-13G0.7-0.7 16

11、-0-1616-10-16G0.5-0.5 13-0-1313-10-1368565859G0.5-0.5 13-0-1313-10-13G0.8-0.8 17-0-1716-10-16G0.5-0.5 13-0-131323.83.83.8G0.7-0.7 34-21-1321-20-163.83.83.84.9(0.28)(0.38)(0.34)(0.33)(0.32)(0.29)(0.30)(0.23)G0.9-0.8 36-14-0G0.7-0.6 0-13-37G0.6-0.6 35-13-0G0.7-0.6 0-13-36G0.7-0.6 36-13

12、-024-21-14G0.7-0.6 0-13-3714-21-24G0.6-0.6 13-13-015-13-13G0.9-0.9 0-15-3513-19-21G0.7-0.6 37-13-024-21-14G0.7-0.6 0-13-3614-21-24G0.6-0.6 34-14-0G0.6-0.6 0-14-33G0.6-0.6 35-13-0G0.6-0.6 0-14-363.03.03.03.03.03.03.03.0G3.3-1.6 VT1-0.1VT1-0.1VT9-0.4G3.3-1.6 VT1-0.1VT1-0.1G3.3-1.6G3.3-1.36040262525252

13、537G0.2-0.2 6-3-22-2-2G0.3-0.3 2-2-02-2-2G0.4-0.3 16-2-03-7-8G0.5-0.3 0-2-198-7-2G0.2-0.2 12-5-22-2-2G0.3-0.3 2-2-02-2-2G0.2-0.2 10-2-03-7-7G0.2-0.2 0-2-107-7-33.83.8G0.7-0.7 32-19-1018-17-133.83.8(0.36)7)0)(0.40)(0.37)(0.33)1)5)G0.9-0.6 38-13-025-22-13G0.9-0.6 0-14-3913-22-25G0.5-0.5 10-10-013-11-1

14、0G0.8-0.5 0-12-3211-16-17G0.9-0.6 39-14-025-22-12G0.9-0.6 0-13-3812-22-253.03.43.03.03.03.03.03.021-19-13G4.6-4.6VT1-0.113-21-23VT1-0.124-21-1111-21-2425-21-1010-22-2525-22-1011-24-27G3.3-1.7 VT1-0.1VT1-0.1G3V.T31-10.50VT1-0.1G3.3-1.3 VT1-0.1VT1-0.1G3.3-2.8G3.3-1.7G3.3-1.6G3.3-1.4112493828272834413.

15、83.83.83.83.83.83.83.8(0.31)(0.37)(0.31)(0.28)(0.27)(0.26)(0.27)(0.25)G0.9-0.6 39-14-0G0.9-0.6 0-13-38G0.9-0.5 38-13-024-21-10G0.9-0.6 0-13-3810-21-24G0.9-0.6 38-14-025-22-10G0.8-0.5 0-13-3710-22-25G0.5-0.5G0.8-0.5 37-13-0G0.9-0.6 0-14-38G0.8-0.5 37-13-024-21-10G0.9-0.5 0-14-3710-21-24G0.9-0.5 38-13

16、-025-22-10G0.8-0.5 0-14-3810-24-2734-25-3427-29-27G3.3-1.73.63.13.03.03.03.53.03.0G3.3-2.7G3.3-2.2G3.3-1.6G3.3-1.6G3.3-2.3110523630282531723.83.84.94.9(0.36)(0.36)2)(0.22)(0.20)G0.7-0.6G0.6-0.6 0-13-3513-22-26G0.6-0.6G0.6-0.6 35-13-025-21-13G0.7-0.637-14-025-21-1330-0-3024-14-24G3.3-1.50-14-3613-21-

17、253.03.03.026-22-1313-21-24G3.3-1.5G3.3-1.42525253.84.94.74.8(0.28)6)(0.24)G0.7-0.6 37-14-024-20-13G0.7-0.6 0-15-3813-20-23G0.8-0.6 39-14-023-20-13G0.8-0.6 0-15-3813-22-263.03.03.027-23-1313-21-25G3.3-2.7G3.3-1.8G13.1-13.1G10.4-10.4G3.3-1.4774112010934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 = 3900 (m

18、m) 梁总数 = 113 柱总数 = 32 支撑数 = 0混凝土强度等级: 梁 Cb = 30 柱 Cc = 45 墙 Cw = 30G1.2-0.854-0-5049-28-42G3.7-3.7 56-17-5752-27-54G1.0-0.741-0-4434-24-3832666531G0.5-0.4 10-0-165-14-5G0.2-0.2 10-0-74-8-3G1.2-0.855-0-5151-29-44G3.3-3.3 52-15-5149-24-48G1.4-0.955-0-5948-32-544643414G0.2-0.2 10-0-73-8-3G0.3-0.2 8-0-1

19、24-12-4G1.6-1.1 63-15-5155-32-48G3.0-3.0 45-38-4942-36-44G1.2-1.2 39-25-1530-28-21VT2-0.1G1.0-0.7 15-15-4919-31-4063403740G0.2-0.2 9-2-64-8-4G0.4-0.3 9-3-02-4-7G0.7-0.6 0-0-1710-17-3G1.0-0.633-0-3230-17-27G2.5-2.5 39-10-3936-18-37G1.2-1.2 31-17-1017-17-16G0.5-0.5 10-0-1016-12-12G0.8-0.8 10-15-3213-2

20、0-2138414140G0.3-0.3 3-2-22-3-3G0.2-0.2 2-0-03-5-5G0.2-0.2 0-2-64-4-2G0.7-0.7 8-2-02-2-4VT2-0.2G0.2-0.2 0-0-05-7-7G0.6-0.6 0-2-107-4-2VT2-0.1G0.9-0.631-0-3028-17-26G2.5-2.5 38-10-3835-18-36G0.9-0.9 25-15-1016-15-13VT3-0.2G0.7-0.5 10-10-2813-17-2038423642G0.2-0.2 8-0-63-6-3G0.4-0.3 9-3-02-4-7G0.7-0.6

21、 0-0-1812-18-3G1.3-0.939-0-3736-21-33G2.4-2.4 38-30-3935-29-37G0.9-0.9 28-17-1020-19-15VT3-0.1G0.8-0.5 10-10-3514-21-2639424145G0.2-0.2 9-0-64-6-3G0.2-0.2 7-0-93-9-3G1.4-0.9 53-13-4444-26-38G2.6-2.6 42-13-4238-20-38G1.1-0.743-0-4635-24-3963434243G0.2-0.2 8-0-53-6-2G0.2-0.2 7-0-93-9-3G0.7-0.636-0-343

22、1-19-28G2.5-2.5 38-13-3836-18-36G0.8-0.636-0-3830-20-333936353725-22-10G3.3-1.73.8G0.6-0.6 35-13-010-22-24(0.3G0.6-0.6 0-13-3527-24-10G4.6-4.68.1G0.7-0.6 37-14-010-22-25(0.3G0.7-0.6 0-13-3626-21-13G3.3-1.73.8G0.9-0.6 38-13-013-23-27(0.2G0.9-0.6 0-14-3925-21-13G3.3-1.83.8G0.7-0.5 36-14-013-21-26(0.3G

23、0.7-0.5 0-14-3624-21-13G3.3-1.83.8G0.9-0.6 38-14-013-20-24(0.4G0.9-0.6 0-13-3824-22-13G3.3-2.1VT10-0.43.8G0.9-0.6 34-12-013-21-24(0.3G0.9-0.6 0-12-398.13.83.83.8G0.7-0.7 35-22-1322-21-173.83.83.88.1(0.23)(0.31)(0.28)(0.28)(0.27)(0.24)(0.25)(0.18)G0.9-0.8 37-15-0G0.7-0.6 0-13-38G0.7-0.6 37-14-0G0.7-0

24、.6 0-14-37G0.8-0.6 38-14-025-22-14G0.8-0.6 0-14-3814-22-26G0.6-0.6 13-13-016-14-13G0.9-0.9 0-16-3613-20-22G0.7-0.6 37-14-0G0.7-0.6 0-14-37G0.7-0.6 37-14-0G0.7-0.6 0-14-37G0.7-0.6 36-14-0G0.7-0.6 0-15-373.03.03.03.03.03.03.03.0G3.3-1.8 VT1-0.1VT1-0.1VT9-0.4G3.3-1.7G3.3-0.94029252525252536G0.2-0.2 6-4

25、-22-2-2G0.3-0.3 2-2-02-2-2G0.4-0.3 17-2-03-7-8G0.5-0.3 0-2-198-7-2G0.2-0.2 12-5-22-2-3G0.3-0.3 2-2-02-2-23.83.8G0.7-0.7 33-20-1019-18-143.8(0.27)0)2)(0.32)(0.29)6)4)9)G0.9-0.6 39-14-026-23-13G1.0-0.6 0-14-4013-23-27G0.5-0.5 10-10-014-12-10G0.8-0.5 0-13-3312-17-183.03.53.03.03.04.03.23.021-19-13G4.6-

26、4.6VT1-0.113-22-24VT1-0.126-23-1111-23-2526-23-1111-23-2626-23-1111-23-2627-23-1010-25-29G3.3-2.6 VT1-0.1VT1-0.1G3V.T31-10.20VT2-0.1G3.9-3.9G3.3-1.1G3.3-1.5G3.3-2.6G3.3-2.393504025252538403.83.83.83.83.83.83.83.8(0.24)(0.29)(0.24)(0.23)(0.22)(0.21)(0.21)(0.19)G0.9-0.6 40-15-0G0.9-0.6 0-14-39G0.9-0.6

27、 40-14-026-23-10G0.9-0.6 0-14-4010-23-26G0.9-0.6 39-15-026-23-10G0.9-0.6 0-14-3910-23-26G0.9-0.6 39-14-026-23-10G0.9-0.6 0-14-3910-23-26G0.9-0.6 39-15-026-23-10G0.9-0.6 0-14-3910-23-26G0.9-0.6 39-14-026-23-10G0.9-0.6 0-15-3910-23-26G0.8-0.5 38-15-028-23-10G0.8-0.5 0-16-3810-25-293.23.13.13.63.44.03.

28、23.0G3.8-3.8G4.0-4.0G3.3-1.6G3.3-1.5G3.3-2.0G3.3-3.0G3.3-2.257495525252944393.83.83.84.94.9(0.32)(0.31)(0.27)(0.18)(0.16)G0.9-0.6G0.8-0.6 0-17-4414-26-30G0.9-0.6 45-17-031-26-13G0.9-0.6 0-17-4513-26-31G0.9-0.6 45-17-031-27-13G0.9-0.6 0-18-4613-27-31G0.6-0.6 36-13-026-22-13G0.7-0.643-14-026-22-150-15

29、-3713-22-263.03.03.0G3.3-2.0G3.3-2.0G3.3-2.02525243.84.94.74.8(0.23)0)(0.19)G0.7-0.6 38-14-025-21-13G0.8-0.6 0-16-4113-21-24G0.3-0.3 0-3-93-3-3G0.3-0.3 8-3-43-3-3G0.3-0.3 5-3-33-3-3G0.3-0.3 3-3-53-3-3G0.3-0.3 5-3-33-3-3G0.3-0.3 3-3-43-3-3G0.9-0.6 42-15-024-21-13G0.8-0.6 0-15-3913-23-273.03.03.027-24

30、-1313-22-26G3.3-2.1G3.3-1.7G5.9-1.3G5.9-0.8G3.3-0.74828333333第 3 层混凝土构件配筋及钢构件应力比简图 (: cm*cm )本层: 层高 = 3600 (mm) 梁总数 = 123 柱总数 = 32 支撑数 = 0混凝土强度等级: 梁 Cb = 30 柱 Cc = 45 墙 Cw = 30G1.4-0.958-0-5552-30-48G3.4-3.4 52-15-5349-25-50G1.1-0.745-0-4938-25-402117172G0.5-0.4 10-0-165-14-5G0.2-0.2 11-0-74-8-3G1.4

31、-0.959-0-5555-31-50G3.3-3.3 52-15-5149-24-48G1.6-1.160-0-6453-34-5825222126G0.2-0.2 12-0-73-8-3G0.3-0.2 8-0-134-12-4G1.9-1.3 69-15-5660-35-54G3.2-3.2 49-15-5043-24-48G1.3-1.3 42-28-1534-32-23VT2-0.1G1.2-0.7 15-15-5321-33-4463202328G0.7-0.7 0-6-162-2-2VT2-0.2G0.2-0.2 16-0-62-5-3G0.4-0.3 9-3-22-4-7G0.

32、7-0.6 2-0-1710-17-3G0.5-0.5 8-8-108-8-10G1.4-1.043-0-4138-21-36G2.5-2.5 39-10-3834-18-37G1.2-1.2 33-19-1019-18-17VT1-0.0G0.5-0.5 10-0-1017-13-12G0.9-0.9 10-16-3314-21-2328252525G0.3-0.3 4-2-22-3-3G0.2-0.2 2-0-03-5-5G0.2-0.2 0-2-64-4-2G0.2-0.2 2-3-72-2-2G0.2-0.2 12-0-63-5-3G0.7-0.7 8-2-02-3-4VT2-0.2G

33、0.2-0.2 0-0-05-7-7G0.6-0.6 0-2-107-4-2VT2-0.1G0.5-0.5 8-8-108-8-10G1.4-0.942-30-4037-37-35G2.4-2.4 38-10-3734-18-36G0.9-0.533-0-3424-17-2629252525G0.2-0.2 2-3-82-2-2G0.2-0.2 12-2-63-7-4G0.3-0.2 8-0-134-12-4G0.5-0.5 8-8-108-8-10G1.4-1.043-0-4039-22-36G2.7-2.7 42-11-4138-19-39G1.1-0.739-0-4132-21-3528

34、252527G0.2-0.2 10-0-64-6-3G0.3-0.2 8-0-124-12-4G1.6-1.1 58-13-4949-29-45G2.8-2.8 44-13-4542-21-42G1.2-0.848-0-5039-26-4463232326G0.2-0.2 8-0-63-6-3G0.2-0.2 7-0-103-8-3G0.8-0.639-0-3733-20-31G2.6-2.6 41-13-3937-19-37G0.9-0.641-0-4333-22-362417172828-25-10G4.0-4.04.9G0.7-0.6 37-15-010-23-26(0.3G0.7-0.

35、6 0-13-3726-22-13G3.3-1.83.8G0.8-0.5 38-14-013-24-28(0.1G0.8-0.5 0-15-3925-22-13G3.3-1.83.8G0.9-0.6 40-14-013-22-25(0.2G0.9-0.6 0-14-3926-22-13G3.3-1.73.8G1.0-0.6 40-15-013-21-25(0.2G1.0-0.6 0-14-4125-22-13G3.3-1.83.8G0.9-0.6 40-14-013-22-25(0.3G0.9-0.6 0-14-4025-22-13G3.3-1.3VT10-0.43.8G0.9-0.6 35-

36、12-013-21-25(0.3G0.9-0.6 0-13-406.23.83.83.8G0.6-0.6 28-17-1016-15-133.83.83.84.9(0.17)(0.23)(0.22)(0.23)(0.21)(0.19)(0.19)(0.14)G1.2-1.0 31-11-0G0.7-0.5 0-10-34G0.7-0.5 33-11-0G0.7-0.5 0-11-33G0.7-0.5 34-11-020-18-14G0.8-0.5 0-11-3414-18-21G0.5-0.5 10-10-013-11-10G1.2-1.0 0-12-2911-15-16G0.7-0.5 33

37、-11-0G0.7-0.5 0-11-33G0.7-0.5 33-11-0G0.7-0.5 0-11-33G0.6-0.5 32-11-0G0.6-0.5 0-12-323.03.03.03.03.03.03.03.0G3.3-1.2 VT2-0.1VT2-0.1G3V.T31-10.01VT10-0.5G3.3-0.64325252525252533G0.2-0.2 6-4-22-2-2G0.3-0.3 2-2-02-2-2G0.4-0.3 15-2-03-8-9G0.5-0.4 0-2-209-7-2G0.2-0.2 13-5-22-2-2G0.3-0.3 2-2-02-2-23.83.8

38、G0.7-0.7 32-19-1018-17-143.8(0.20)2)3)(0.25)(0.23)0)8)4)G0.9-0.6 38-13-024-21-13G0.9-0.6 0-14-3913-22-25G0.5-0.5 10-10-013-12-11G0.8-0.5 0-12-3212-16-173.03.03.03.03.03.33.73.021-19-14G3.3-2.7VT2-0.114-21-23VT1-0.124-22-1212-21-2425-22-1212-21-24VT1-0.024-22-1111-21-2526-22-1010-24-28G3.3-2.5 VT1-0.

39、1VT1-0.1G3V.T31-10.21VT2-0.1G3.4-3.4G3.3-1.1G3.3-1.7G3.3-2.2G3.3-1.244493625252735323.83.83.83.83.83.83.83.8(0.18)(0.22)(0.18)(0.18)(0.17)(0.16)(0.16)(0.14)G0.9-0.6 39-15-0G0.9-0.6 0-13-38G0.9-0.6 38-14-025-22-11G0.9-0.6 0-13-3811-22-24G0.8-0.5 37-14-025-22-10G0.8-0.5 0-13-3710-22-25G0.8-0.5 37-13-0

40、25-22-10G0.8-0.5 0-14-3810-22-25G0.8-0.5 37-14-025-22-10G0.9-0.5 0-14-3810-22-25G0.8-0.5 37-14-025-22-10G0.8-0.5 0-14-3710-22-25G0.7-0.5 36-14-026-22-10G0.7-0.5 0-15-3710-24-283.03.03.03.03.03.23.73.0G3.3-3.3G3.8-3.8G3.3-1.9G3.3-1.8G3.3-2.0G3.3-2.5G3.3-1.151475425252939313.83.83.84.94.9(0.25)(0.25)(

41、0.21)(0.14)(0.12)G0.9-0.7G0.8-0.6 0-14-3915-22-24G0.8-0.6 39-14-025-22-12G0.8-0.6 0-14-3912-22-25G0.9-0.6 39-14-026-22-12G0.8-0.6 0-15-3912-22-25G0.6-0.5 31-11-021-18-10G0.6-0.538-12-021-18-150-13-3310-19-223.03.03.0G3.3-1.8G3.3-1.9G3.3-1.62525253.84.94.14.3(0.18)3)(0.15)G0.7-0.5 34-12-020-18-10G0.7

42、-0.5 0-13-3610-17-19G0.3-0.3 0-3-93-3-3G0.3-0.3 8-3-53-3-3G0.3-0.3 5-3-33-3-3G0.3-0.3 3-3-53-3-3G0.3-0.3 5-3-33-3-3G0.3-0.3 3-3-43-3-3G0.8-0.5 36-12-019-17-10G0.8-0.5 0-12-3510-18-203.03.03.022-19-1010-18-21G3.3-1.7G3.3-1.3G5.9-0.0G5.9-0.0G3.3-0.55025333333第 4 层混凝土构件配筋及钢构件应力比简图 (: cm*cm )本层: 层高 = 36

43、00 (mm) 梁总数 = 123 柱总数 = 32 支撑数 = 0混凝土强度等级: 梁 Cb = 30 柱 Cc = 45 墙 Cw = 30G1.3-0.854-0-5148-27-45G2.9-2.9 45-13-4642-22-43G1.0-0.642-0-4433-22-3521171717G0.5-0.3 12-0-125-16-5G0.2-0.2 8-0-84-9-3G1.4-0.955-0-5349-29-46G3.0-3.0 47-13-4644-21-44G1.5-1.056-0-6049-31-5325212125G0.2-0.2 8-0-73-9-3G0.3-0.2 8

44、-0-94-13-4G1.7-1.2 62-13-5053-31-48G2.6-2.6 39-13-4236-20-38G1.2-1.2 38-24-1329-28-20VT3-0.1G1.1-0.7 13-13-4819-29-386318225G0.8-0.7 0-6-162-2-2VT2-0.2G0.2-0.2 14-0-52-5-3G0.4-0.3 9-3-02-4-6G0.6-0.5 2-0-1210-19-3G0.5-0.5 8-8-108-8-10G1.4-0.942-0-4037-21-34G2.2-2.2 35-10-3429-17-33G1.2-1.2 32-18-1018

45、-18-17VT1-0.1G0.5-0.5 10-0-1017-13-12G0.9-0.9 10-16-3414-20-2227252525G0.3-0.3 4-2-22-3-3G0.2-0.2 2-0-03-5-5G0.2-0.2 0-2-45-4-2G0.2-0.2 2-3-62-2-2G0.2-0.2 9-0-52-6-3G0.8-0.8 8-2-02-2-4VT2-0.2G0.2-0.2 0-0-05-8-7G0.6-0.6 0-2-87-5-2VT2-0.2G0.5-0.5 8-8-108-8-10G1.3-0.940-0-3836-20-33G2.1-2.1 34-10-3329-

46、16-32G0.8-0.532-0-3424-17-2530252525G0.2-0.2 2-3-72-2-2G0.2-0.2 10-0-52-5-3G0.3-0.2 8-0-84-13-4G0.5-0.5 8-8-108-8-10G1.3-0.942-0-3937-21-35G2.2-2.2 35-10-3432-16-33G1.0-0.738-0-4132-21-3425222525G0.2-0.2 6-0-53-5-3G0.3-0.2 8-0-84-13-4G1.4-1.0 49-0-4139-23-37G2.3-2.3 36-10-3634-17-34G1.1-0.740-0-4233

47、-22-3663192025G0.2-0.2 6-0-63-6-3G0.2-0.2 7-0-73-9-3G0.7-0.534-0-3227-17-25G2.1-2.1 33-10-3229-15-30G0.9-0.535-0-3627-18-292421202427-24-11G3.3-3.38.1G0.7-0.5 33-12-010-22-25(0.2G0.7-0.5 0-11-3221-18-10G3.3-0.93.8G0.8-0.5 37-14-010-19-22(0.1G0.8-0.5 0-15-3820-18-10G3.3-1.03.8G0.9-0.6 38-14-010-18-20

48、(0.1G0.8-0.5 0-14-3820-18-10G3.3-1.03.8G0.9-0.6 39-14-010-17-20(0.2G0.9-0.6 0-13-3920-18-10G3.3-1.53.8G0.9-0.6 39-14-010-18-20(0.2G0.9-0.6 0-13-3918-17-12G3.3-1.0VT10-0.53.8G0.9-0.6 35-12-012-17-20VT1-0.1(0.2G0.9-0.6 0-12-394.93.83.23.2G0.6-0.6 26-15-1014-13-123.23.23.24.9(0.14)(0.21)(0.22)(0.24)2.4

49、(0.23)(0.19)(0.19)(0.14)G1.4-1.2 29-10-0G0.6-0.5 0-10-31G0.6-0.5 29-10-0G0.6-0.5 0-10-29G0.7-0.5 30-10-018-16-14G0.7-0.5 0-10-3114-16-18G0.5-0.5 10-10-012-11-10G1.3-1.2 0-10-2711-13-14G0.6-0.5 29-10-0G0.6-0.5 0-10-29G0.6-0.5 29-10-0G0.6-0.5 0-10-29G0.6-0.5 28-10-0G0.5-0.5 0-10-292.72.62.42.4202.4202

50、.4202.424G2.9-1.4 VT2-0.1VT2-0.1G2V.T91-10.31VT11-0.5G2.9-0.920203822G0.2-0.2 7-4-22-2-2G0.3-0.3 2-2-02-2-2G0.4-0.3 12-2-02-10-10G0.6-0.4 0-2-2210-8-4G0.2-0.2 15-6-22-2-2G0.3-0.3 2-2-02-2-23.23.2G0.6-0.6 26-15-813-12-103.2(0.17)20)23)(0.26)(0.24)19)18)14)G0.8-0.5 31-10-017-16-14G0.8-0.5 0-10-3214-16

51、-17G0.5-0.5 8-0-010-11-12G0.7-0.5 0-9-2712-11-142.63.02.92.42.42.93.02.415-13-15G3.1-2.5VT2-0.115-15-17VT1-0.117-16-13G3.3-3.3 VT1-0.113-15-16VT1-0.117-16-13G2.9-1.2 VT1-0.113-15-16VT1-0.117-16-12G2.9-1.7 VT1-0.112-16-17VT1-0.118-16-99-17-20G2.9-1.7 VT2-0.1VT1-0.1G2.V9T1-20.01VT2-0.1G2.9-1.8G2.9-1.0

52、34432633212629273.83.83.23.23.23.23.23.2(0.15)(0.19)(0.19)(0.18)(0.17)(0.15)(0.15)(0.13)G0.8-0.5 31-10-0G0.8-0.5 0-10-31G0.8-0.5 32-10-017-16-12G0.8-0.5 0-10-3212-16-17G0.7-0.5 31-10-017-16-10G0.7-0.5 0-10-3010-16-17G0.7-0.5 31-10-017-16-10G0.7-0.5 0-10-3110-16-17G0.7-0.5 30-10-017-16-10G0.7-0.5 0-1

53、0-3110-16-17G0.7-0.5 30-10-017-16-9G0.7-0.5 0-10-309-16-18G0.6-0.5 29-10-018-16-8G0.6-0.5 0-11-298-17-202.63.02.92.82.82.9243.02.427VT1-0.0G2.9-2.7G2.9-2.0G2.9-1.8G2.9-1.0G2.9-1.1G2.9-0.9G3.2-3.24131282537423.23.23.24.94.9(0.27)(0.26)2.4(0.21)2.4(0.11)(0.10)G0.8-0.6G0.8-0.5 0-12-3515-19-21G0.7-0.5 3

54、5-12-021-19-12G0.7-0.5 0-12-3512-19-21G0.7-0.5 35-12-022-19-13G0.7-0.5 0-12-3513-19-21G0.5-0.5 28-10-019-16-10G0.6-0.536-11-018-16-160-12-3010-17-202.4G2.9-1.9G2.9-1.9G2.9-1.7161793.84.93.74.0(0.16)21)(0.14)G0.6-0.5 32-11-018-16-10G0.7-0.5 0-12-3410-16-17G0.3-0.3 0-3-93-3-3G0.3-0.3 8-3-53-3-3G0.3-0.

55、3 5-3-33-3-3G0.3-0.3 3-3-53-3-3G0.3-0.3 5-3-33-3-3G0.3-0.3 3-3-43-3-3G0.8-0.5 35-12-018-16-10G0.7-0.5 0-11-3210-17-192.62.62.42420-17-1010-16-18G2.9-0.9G3.1-1.8G3.1-1.5G5.9-0.0G5.9-0.036223333第 5 层混凝土构件配筋及钢构件应力比简图 (: cm*cm )本层: 层高 = 3600 (mm) 梁总数 = 123 柱总数 = 32 支撑数 = 0混凝土强度等级: 梁 Cb = 30 柱 Cc = 40 墙

56、Cw = 30G1.1-0.744-0-4238-22-36G2.3-2.3 35-10-3633-17-34G0.8-0.533-0-3424-17-2623151519G0.5-0.4 8-0-135-17-5G0.2-0.2 8-0-63-9-3G1.2-0.845-0-4339-23-36G2.3-2.3 37-10-3634-17-34G1.3-0.946-0-4839-25-4224232124G0.2-0.2 8-0-53-10-3G0.3-0.2 6-0-94-14-4G1.4-1.0 49-10-4040-24-37G1.9-1.9 30-10-3227-15-28G1.1-

57、1.1 32-19-1022-21-17VT4-0.2G0.9-0.6 10-10-3816-23-2963222225G0.8-0.7 0-6-162-2-2VT2-0.2G0.2-0.2 14-0-42-5-3G0.3-0.2 7-2-02-5-8G0.6-0.5 0-2-1212-19-3G0.5-0.5 8-8-108-8-10G1.2-0.838-0-3633-19-29G1.7-1.7 28-10-2823-13-25G1.2-1.2 30-17-1017-16-16VT1-0.1G0.5-0.5 10-0-1016-13-12G0.8-0.8 10-14-3114-19-2133

58、222024G0.3-0.3 2-2-22-3-3G0.2-0.2 2-0-03-5-5G0.2-0.2 0-2-45-4-2G0.2-0.2 2-3-72-2-2G0.2-0.2 9-0-32-6-2G1.0-0.9 7-2-02-3-5VT3-0.3G0.2-0.2 0-0-06-8-8G0.7-0.7 0-2-98-5-2VT2-0.2G0.5-0.5 8-8-108-8-10G1.1-0.736-0-3329-17-27G1.6-1.6 26-10-2522-12-24G0.7-0.528-0-2921-16-2330212022G0.2-0.2 2-3-72-2-2G0.2-0.2

59、9-0-32-6-2G0.3-0.2 5-0-84-14-4G0.5-0.5 8-8-108-8-10G1.1-0.736-0-3331-18-28G1.6-1.6 26-10-2624-12-24G0.9-0.534-0-3526-19-2929202324G0.2-0.2 6-0-33-6-2G0.3-0.2 5-0-84-14-4G1.2-0.8 44-10-3534-21-31G1.6-1.6 26-10-2624-12-24G0.9-0.634-0-3626-19-2963202021G0.2-0.2 6-0-43-7-2G0.2-0.2 5-0-73-9-3G0.6-0.528-0

60、-2723-15-21G1.4-1.4 24-10-2321-11-22G0.7-0.529-0-3023-16-252420192419-17-11G3.1-2.08.1G0.6-0.5 29-10-011-16-17(0.G0.6-0.5 0-10-2918-16-10G2.9-1.23.2G0.6-0.5 29-10-010-17-20G0.6-0.5(0.0-10-3017-15-11G2.9-1.33.2G0.8-0.5 31-10-011-15-17G0.7-0.5(0.0-10-3118-16-10G2.9-1.23.2G0.8-0.5 32-10-010-15-17G0.8-0