同濟(jì)大學(xué)鋼結(jié)構(gòu)設(shè)計(jì)計(jì)算書案例

1、PAGE PAGE 82鋼結(jié)構(gòu)課程程設(shè)計(jì) 輕型門門式剛架姓 名：姓 名：學(xué) 號(hào)： 目錄TOC o 1-3 h z u HYPERLINK l _Toc3591358541結(jié)構(gòu)基本本信息 PAGEREF _Toc359135854 h 11 HYPERLINK l _Toc3591358551.1材料料特性 PAGEREF _Toc359135855 h 11 HYPERLINK l _Toc3591358561.2內(nèi)力力組合 PAGEREF _Toc359135856 h 11 HYPERLINK l _Toc3591358571.3最大大側(cè)移和和最大撓撓度驗(yàn)算算 PAGEREF _Toc35

2、9135857 h 3 HYPERLINK l _Toc3591358582.1構(gòu)件件信息 PAGEREF _Toc359135858 h 44 HYPERLINK l _Toc3591358592.1.11幾何信信息 PAGEREF _Toc359135859 h 4 HYPERLINK l _Toc3591358602.1.22荷載組組合 PAGEREF _Toc359135860 h 4 HYPERLINK l _Toc3591358612.2有效效截面計(jì)計(jì)算 PAGEREF _Toc359135861 h 5 HYPERLINK l _Toc3591358622.2.11腹板有有效寬度

3、度 PAGEREF _Toc359135862 h 5 HYPERLINK l _Toc3591358632.2.22有效截截面特性性計(jì)算 PAGEREF _Toc359135863 h 66 HYPERLINK l _Toc3591358642.2.33抗剪承承載力 PAGEREF _Toc359135864 h 66 HYPERLINK l _Toc3591358652.3截面面驗(yàn)算 PAGEREF _Toc359135865 h 66 HYPERLINK l _Toc3591358662.3.11強(qiáng)度驗(yàn)驗(yàn)算 PAGEREF _Toc359135866 h 6 HYPERLINK l _T

4、oc3591358672.3.22平面內(nèi)內(nèi)穩(wěn)定性性驗(yàn)算 PAGEREF _Toc359135867 h 77 HYPERLINK l _Toc3591358682.3.33平面外外整體穩(wěn)穩(wěn)定性驗(yàn)驗(yàn)算 PAGEREF _Toc359135868 h 8 HYPERLINK l _Toc3591358693剛架梁構(gòu)構(gòu)件驗(yàn)算計(jì)計(jì)算書 PAGEREF _Toc359135869 h 99 HYPERLINK l _Toc3591358703.1構(gòu)件件信息 PAGEREF _Toc359135870 h 99 HYPERLINK l _Toc3591358713.1.11幾何信信息 PAGEREF _T

5、oc359135871 h 9 HYPERLINK l _Toc3591358723.1.22荷載組組合 PAGEREF _Toc359135872 h 9 HYPERLINK l _Toc3591358733.2有效效截面計(jì)計(jì)算 PAGEREF _Toc359135873 h 9 HYPERLINK l _Toc3591358743.2.11腹板有有效寬度度 PAGEREF _Toc359135874 h 9 HYPERLINK l _Toc3591358753.2.22有效截截面特性性計(jì)算 PAGEREF _Toc359135875 h 111 HYPERLINK l _Toc359135

6、8763.2.33抗剪承承載力 PAGEREF _Toc359135876 h 111 HYPERLINK l _Toc3591358773.3截面面驗(yàn)算 PAGEREF _Toc359135877 h 111 HYPERLINK l _Toc3591358783.3.11強(qiáng)度驗(yàn)驗(yàn)算 PAGEREF _Toc359135878 h 111 HYPERLINK l _Toc3591358793.3.22平面外外整體穩(wěn)穩(wěn)定性驗(yàn)驗(yàn)算 PAGEREF _Toc359135879 h 122 HYPERLINK l _Toc3591358804剛架梁構(gòu)構(gòu)件驗(yàn)算計(jì)計(jì)算書 PAGEREF _Toc35913

7、5880 h 113 HYPERLINK l _Toc3591358814.1構(gòu)件件信息 PAGEREF _Toc359135881 h 113 HYPERLINK l _Toc3591358824.1.11幾何信信息 PAGEREF _Toc359135882 h 133 HYPERLINK l _Toc3591358834.1.22荷載組組合 PAGEREF _Toc359135883 h 133 HYPERLINK l _Toc3591358844.2有效效截面計(jì)計(jì)算 PAGEREF _Toc359135884 h 133 HYPERLINK l _Toc3591358854.2.11腹

8、板有有效寬度度 PAGEREF _Toc359135885 h 13 HYPERLINK l _Toc3591358864.2.22有效截截面特性性計(jì)算 PAGEREF _Toc359135886 h 115 HYPERLINK l _Toc3591358874.2.33抗剪承承載力 PAGEREF _Toc359135887 h 115 HYPERLINK l _Toc3591358884.3截面面驗(yàn)算 PAGEREF _Toc359135888 h 115 HYPERLINK l _Toc3591358894.3.11強(qiáng)度驗(yàn)驗(yàn)算 PAGEREF _Toc359135889 h 155 HY

9、PERLINK l _Toc3591358904.3.22平面外外整體穩(wěn)穩(wěn)定性驗(yàn)驗(yàn)算 PAGEREF _Toc359135890 h 166 HYPERLINK l _Toc3591358915剛架梁構(gòu)構(gòu)件驗(yàn)算計(jì)計(jì)算書 PAGEREF _Toc359135891 h 117 HYPERLINK l _Toc3591358925.1構(gòu)件件信息 PAGEREF _Toc359135892 h 117 HYPERLINK l _Toc3591358935.1.11幾何信信息 PAGEREF _Toc359135893 h 177 HYPERLINK l _Toc3591358945.1.22荷載組組

10、合 PAGEREF _Toc359135894 h 177 HYPERLINK l _Toc3591358955.2有效效截面計(jì)計(jì)算 PAGEREF _Toc359135895 h 188 HYPERLINK l _Toc3591358965.2.11腹板有有效寬度度 PAGEREF _Toc359135896 h 18 HYPERLINK l _Toc3591358975.2.22有效截截面特性性計(jì)算 PAGEREF _Toc359135897 h 119 HYPERLINK l _Toc3591358985.2.33抗剪承承載力 PAGEREF _Toc359135898 h 119 HY

11、PERLINK l _Toc3591358995.3截面面驗(yàn)算 PAGEREF _Toc359135899 h 220 HYPERLINK l _Toc3591359005.3.11強(qiáng)度驗(yàn)驗(yàn)算 PAGEREF _Toc359135900 h 200 HYPERLINK l _Toc3591359015.3.22平面外外整體穩(wěn)穩(wěn)定性驗(yàn)驗(yàn)算 PAGEREF _Toc359135901 h 200 HYPERLINK l _Toc3591359026剛架梁構(gòu)構(gòu)件驗(yàn)算計(jì)計(jì)算書 PAGEREF _Toc359135902 h 221 HYPERLINK l _Toc3591359036.1構(gòu)件件信息 P

12、AGEREF _Toc359135903 h 221 HYPERLINK l _Toc3591359046.1.11幾何信信息 PAGEREF _Toc359135904 h 211 HYPERLINK l _Toc3591359056.1.22荷載組組合 PAGEREF _Toc359135905 h 211 HYPERLINK l _Toc3591359066.2有效效截面計(jì)計(jì)算 PAGEREF _Toc359135906 h 222 HYPERLINK l _Toc3591359076.2.11腹板有有效寬度度 PAGEREF _Toc359135907 h 22 HYPERLINK l

13、 _Toc3591359086.2.22有效截截面特性性計(jì)算 PAGEREF _Toc359135908 h 223 HYPERLINK l _Toc3591359096.2.33抗剪承承載力 PAGEREF _Toc359135909 h 223 HYPERLINK l _Toc3591359106.3截面面驗(yàn)算 PAGEREF _Toc359135910 h 224 HYPERLINK l _Toc3591359116.3.11強(qiáng)度驗(yàn)驗(yàn)算 PAGEREF _Toc359135911 h 244 HYPERLINK l _Toc3591359126.3.22平面外外整體穩(wěn)穩(wěn)定性驗(yàn)驗(yàn)算 PAG

14、EREF _Toc359135912 h 244 HYPERLINK l _Toc3591359137.1構(gòu)件件信息 PAGEREF _Toc359135913 h 225 HYPERLINK l _Toc3591359147.1.11幾何信信息 PAGEREF _Toc359135914 h 255 HYPERLINK l _Toc3591359157.1.22荷載組組合 PAGEREF _Toc359135915 h 255 HYPERLINK l _Toc3591359167.2有效效截面計(jì)計(jì)算 PAGEREF _Toc359135916 h 266 HYPERLINK l _Toc35

15、91359177.2.11腹板有有效寬度度 PAGEREF _Toc359135917 h 26 HYPERLINK l _Toc3591359187.2.22有效截截面特性性計(jì)算 PAGEREF _Toc359135918 h 227 HYPERLINK l _Toc3591359197.2.33抗剪承承載力 PAGEREF _Toc359135919 h 227 HYPERLINK l _Toc3591359207.3截面面驗(yàn)算 PAGEREF _Toc359135920 h 227 HYPERLINK l _Toc3591359217.3.11強(qiáng)度驗(yàn)驗(yàn)算 PAGEREF _Toc3591

16、35921 h 277 HYPERLINK l _Toc3591359227.3.22平面內(nèi)內(nèi)穩(wěn)定性性驗(yàn)算 PAGEREF _Toc359135922 h 228 HYPERLINK l _Toc3591359237.3.33平面外外整體穩(wěn)穩(wěn)定性驗(yàn)驗(yàn)算 PAGEREF _Toc359135923 h 299 HYPERLINK l _Toc3591359248.1構(gòu)件件信息 PAGEREF _Toc359135924 h 330 HYPERLINK l _Toc3591359258.1.11幾何信信息 PAGEREF _Toc359135925 h 300 HYPERLINK l _Toc35

17、91359268.1.22荷載組組合 PAGEREF _Toc359135926 h 300 HYPERLINK l _Toc3591359278.2有效效截面計(jì)計(jì)算 PAGEREF _Toc359135927 h 311 HYPERLINK l _Toc3591359288.2.11腹板有有效寬度度 PAGEREF _Toc359135928 h 31 HYPERLINK l _Toc3591359298.2.22有效截截面特性性計(jì)算 PAGEREF _Toc359135929 h 332 HYPERLINK l _Toc3591359308.2.33抗剪承承載力 PAGEREF _Toc3

18、59135930 h 332 HYPERLINK l _Toc3591359318.3截面面驗(yàn)算 PAGEREF _Toc359135931 h 333 HYPERLINK l _Toc3591359328.3.11強(qiáng)度驗(yàn)驗(yàn)算 PAGEREF _Toc359135932 h 333 HYPERLINK l _Toc3591359338.3.22平面內(nèi)內(nèi)穩(wěn)定性性驗(yàn)算 PAGEREF _Toc359135933 h 333 HYPERLINK l _Toc3591359348.3.33平面外外整體穩(wěn)穩(wěn)定性驗(yàn)驗(yàn)算 PAGEREF _Toc359135934 h 344 HYPERLINK l _To

19、c3591359359剛架梁構(gòu)構(gòu)件驗(yàn)算計(jì)計(jì)算書 PAGEREF _Toc359135935 h 335 HYPERLINK l _Toc3591359369.1構(gòu)件件信息 PAGEREF _Toc359135936 h 335 HYPERLINK l _Toc3591359379.1.11幾何信信息 PAGEREF _Toc359135937 h 355 HYPERLINK l _Toc3591359389.1.22荷載組組合 PAGEREF _Toc359135938 h 355 HYPERLINK l _Toc3591359399.2有效效截面計(jì)計(jì)算 PAGEREF _Toc3591359

20、39 h 355 HYPERLINK l _Toc3591359409.2.11腹板有有效寬度度 PAGEREF _Toc359135940 h 35 HYPERLINK l _Toc3591359419.2.22有效截截面特性性計(jì)算 PAGEREF _Toc359135941 h 336 HYPERLINK l _Toc3591359429.2.33抗剪承承載力 PAGEREF _Toc359135942 h 336 HYPERLINK l _Toc3591359439.3截面面驗(yàn)算 PAGEREF _Toc359135943 h 337 HYPERLINK l _Toc3591359449

21、.3.11強(qiáng)度驗(yàn)驗(yàn)算 PAGEREF _Toc359135944 h 377 HYPERLINK l _Toc3591359459.3.22平面外外整體穩(wěn)穩(wěn)定性驗(yàn)驗(yàn)算 PAGEREF _Toc359135945 h 377 HYPERLINK l _Toc35913594610.1構(gòu)構(gòu)件信息息 PAGEREF _Toc359135946 h 38 HYPERLINK l _Toc35913594710.1.1幾何何信息 PAGEREF _Toc359135947 h 338 HYPERLINK l _Toc35913594810.1.2荷載載組合 PAGEREF _Toc359135948 h

22、 338 HYPERLINK l _Toc35913594910.2有有效截面面計(jì)算 PAGEREF _Toc359135949 h 338 HYPERLINK l _Toc35913595010.2.1腹板板有效寬寬度 PAGEREF _Toc359135950 h 388 HYPERLINK l _Toc35913595110.2.2有效效截面特特性計(jì)算算 PAGEREF _Toc359135951 h 40 HYPERLINK l _Toc35913595210.2.3抗剪剪承載力力 PAGEREF _Toc359135952 h 40 HYPERLINK l _Toc359135953

23、10.3截截面驗(yàn)算算 PAGEREF _Toc359135953 h 40 HYPERLINK l _Toc35913595410.3.1強(qiáng)度度驗(yàn)算 PAGEREF _Toc359135954 h 440 HYPERLINK l _Toc35913595510.3.2平面面內(nèi)穩(wěn)定定性驗(yàn)算算 PAGEREF _Toc359135955 h 41 HYPERLINK l _Toc35913595610.3.3平面面外整體體穩(wěn)定性性驗(yàn)算 PAGEREF _Toc359135956 h 441 HYPERLINK l _Toc35913595711梁柱節(jié)節(jié)點(diǎn)驗(yàn)算 PAGEREF _Toc3591359

24、57 h 422 HYPERLINK l _Toc35913595811.1構(gòu)構(gòu)件信息息 PAGEREF _Toc359135958 h 42 HYPERLINK l _Toc35913595911.1.1梁柱柱幾何尺尺寸 PAGEREF _Toc359135959 h 422 HYPERLINK l _Toc35913596011.1.2高強(qiáng)強(qiáng)螺栓信信息 PAGEREF _Toc359135960 h 422 HYPERLINK l _Toc35913596111.1.3端板板信息 PAGEREF _Toc359135961 h 443 HYPERLINK l _Toc35913596211

25、.1.4內(nèi)力力設(shè)計(jì)值值 PAGEREF _Toc359135962 h 43 HYPERLINK l _Toc35913596311.2高高強(qiáng)螺栓栓承載力力驗(yàn)算 PAGEREF _Toc359135963 h 444 HYPERLINK l _Toc35913596411.2.1高強(qiáng)強(qiáng)螺栓承承載力設(shè)設(shè)計(jì)值 PAGEREF _Toc359135964 h 444 HYPERLINK l _Toc35913596511.2.2高強(qiáng)強(qiáng)螺栓群群內(nèi)力驗(yàn)驗(yàn)算 PAGEREF _Toc359135965 h 444 HYPERLINK l _Toc35913596611.3端端板厚度度驗(yàn)算 PAGEREF

26、_Toc359135966 h 444 HYPERLINK l _Toc35913596711.4腹腹板抗拉拉驗(yàn)算 PAGEREF _Toc359135967 h 444 HYPERLINK l _Toc35913596811.5節(jié)節(jié)點(diǎn)域抗抗剪驗(yàn)算算 PAGEREF _Toc359135968 h 45 HYPERLINK l _Toc35913596911.5.1節(jié)點(diǎn)點(diǎn)域尺寸寸 PAGEREF _Toc359135969 h 45 HYPERLINK l _Toc35913597011.5.2抗剪剪驗(yàn)算 PAGEREF _Toc359135970 h 445 HYPERLINK l _Toc

27、35913597112梁柱節(jié)節(jié)點(diǎn)驗(yàn)算 PAGEREF _Toc359135971 h 455 HYPERLINK l _Toc35913597212.1構(gòu)構(gòu)件信息息 PAGEREF _Toc359135972 h 45 HYPERLINK l _Toc35913597312.1.1梁柱柱幾何尺尺寸 PAGEREF _Toc359135973 h 455 HYPERLINK l _Toc35913597412.1.2高強(qiáng)強(qiáng)螺栓信信息 PAGEREF _Toc359135974 h 455 HYPERLINK l _Toc35913597512.1.3端板板信息 PAGEREF _Toc35913

28、5975 h 446 HYPERLINK l _Toc35913597612.1.4內(nèi)力力設(shè)計(jì)值值 PAGEREF _Toc359135976 h 46 HYPERLINK l _Toc35913597712.2高高強(qiáng)螺栓栓承載力力驗(yàn)算 PAGEREF _Toc359135977 h 446 HYPERLINK l _Toc35913597812.2.1高強(qiáng)強(qiáng)螺栓承承載力設(shè)設(shè)計(jì)值 PAGEREF _Toc359135978 h 446 HYPERLINK l _Toc35913597912.2.2高強(qiáng)強(qiáng)螺栓群群內(nèi)力驗(yàn)驗(yàn)算 PAGEREF _Toc359135979 h 466 HYPERLIN

29、K l _Toc35913598012.3端端板厚度度驗(yàn)算 PAGEREF _Toc359135980 h 447 HYPERLINK l _Toc35913598112.4腹腹板抗拉拉驗(yàn)算 PAGEREF _Toc359135981 h 447 HYPERLINK l _Toc35913598212.5節(jié)節(jié)點(diǎn)域抗抗剪驗(yàn)算算 PAGEREF _Toc359135982 h 47 HYPERLINK l _Toc35913598312.5.1節(jié)點(diǎn)點(diǎn)域尺寸寸 PAGEREF _Toc359135983 h 47 HYPERLINK l _Toc35913598412.5.2抗剪剪驗(yàn)算 PAGERE

30、F _Toc359135984 h 447 HYPERLINK l _Toc35913598513梁柱節(jié)節(jié)點(diǎn)驗(yàn)算 PAGEREF _Toc359135985 h 488 HYPERLINK l _Toc35913598613.1構(gòu)構(gòu)件信息息 PAGEREF _Toc359135986 h 48 HYPERLINK l _Toc35913598713.1.1梁柱柱幾何尺尺寸 PAGEREF _Toc359135987 h 488 HYPERLINK l _Toc35913598813.1.2高強(qiáng)強(qiáng)螺栓信信息 PAGEREF _Toc359135988 h 488 HYPERLINK l _Toc

31、35913598913.1.3角鋼鋼信息 PAGEREF _Toc359135989 h 449 HYPERLINK l _Toc35913599013.1.4內(nèi)力力設(shè)計(jì)值值 PAGEREF _Toc359135990 h 49 HYPERLINK l _Toc35913599113.2高高強(qiáng)螺栓栓承載力力驗(yàn)算 PAGEREF _Toc359135991 h 449 HYPERLINK l _Toc35913599213.2.1高強(qiáng)強(qiáng)螺栓承承載力設(shè)設(shè)計(jì)值 PAGEREF _Toc359135992 h 449 HYPERLINK l _Toc35913599313.2.2高強(qiáng)強(qiáng)螺栓群群內(nèi)力驗(yàn)驗(yàn)

32、算 PAGEREF _Toc359135993 h 499 HYPERLINK l _Toc35913599414梁柱節(jié)節(jié)點(diǎn)驗(yàn)算 PAGEREF _Toc359135994 h 500 HYPERLINK l _Toc35913599514.1構(gòu)構(gòu)件信息息 PAGEREF _Toc359135995 h 50 HYPERLINK l _Toc35913599614.1.1梁柱柱幾何尺尺寸 PAGEREF _Toc359135996 h 500 HYPERLINK l _Toc35913599714.1.2高強(qiáng)強(qiáng)螺栓信信息 PAGEREF _Toc359135997 h 500 HYPERLIN

33、K l _Toc35913599814.1.3端板板信息 PAGEREF _Toc359135998 h 551 HYPERLINK l _Toc35913599914.1.4內(nèi)力力設(shè)計(jì)值值 PAGEREF _Toc359135999 h 51 HYPERLINK l _Toc35913600014.2高高強(qiáng)螺栓栓承載力力驗(yàn)算 PAGEREF _Toc359136000 h 551 HYPERLINK l _Toc35913600114.2.1高強(qiáng)強(qiáng)螺栓承承載力設(shè)設(shè)計(jì)值 PAGEREF _Toc359136001 h 551 HYPERLINK l _Toc35913600214.2.2高強(qiáng)強(qiáng)

34、螺栓群群內(nèi)力驗(yàn)驗(yàn)算 PAGEREF _Toc359136002 h 511 HYPERLINK l _Toc35913600314.3端端板厚度度驗(yàn)算 PAGEREF _Toc359136003 h 552 HYPERLINK l _Toc35913600414.4腹腹板抗拉拉驗(yàn)算 PAGEREF _Toc359136004 h 552 HYPERLINK l _Toc35913600514.5節(jié)節(jié)點(diǎn)域抗抗剪驗(yàn)算算 PAGEREF _Toc359136005 h 52 HYPERLINK l _Toc35913600614.5.1節(jié)點(diǎn)點(diǎn)域尺寸寸 PAGEREF _Toc359136006 h

35、52 HYPERLINK l _Toc35913600714.5.2抗剪剪驗(yàn)算 PAGEREF _Toc359136007 h 552 HYPERLINK l _Toc35913600815梁梁節(jié)節(jié)點(diǎn)驗(yàn)算 PAGEREF _Toc359136008 h 533 HYPERLINK l _Toc35913600915.1構(gòu)構(gòu)件信息息 PAGEREF _Toc359136009 h 53 HYPERLINK l _Toc35913601015.1.1梁的的幾何尺尺寸 PAGEREF _Toc359136010 h 533 HYPERLINK l _Toc35913601115.1.2高強(qiáng)強(qiáng)螺栓信信

36、息 PAGEREF _Toc359136011 h 533 HYPERLINK l _Toc35913601215.1.3端板板信息 PAGEREF _Toc359136012 h 553 HYPERLINK l _Toc35913601315.1.4內(nèi)力力設(shè)計(jì)值值 PAGEREF _Toc359136013 h 54 HYPERLINK l _Toc35913601415.2高高強(qiáng)螺栓栓承載力力驗(yàn)算 PAGEREF _Toc359136014 h 554 HYPERLINK l _Toc35913601515.2.1高強(qiáng)強(qiáng)螺栓承承載力設(shè)設(shè)計(jì)值 PAGEREF _Toc359136015 h

37、554 HYPERLINK l _Toc35913601615.2.2高強(qiáng)強(qiáng)螺栓群群內(nèi)力驗(yàn)驗(yàn)算 PAGEREF _Toc359136016 h 544 HYPERLINK l _Toc35913601715.3端端板厚度度驗(yàn)算 PAGEREF _Toc359136017 h 555 HYPERLINK l _Toc35913601815.4腹腹板抗拉拉驗(yàn)算 PAGEREF _Toc359136018 h 555 HYPERLINK l _Toc35913601916梁梁節(jié)節(jié)點(diǎn)驗(yàn)算 PAGEREF _Toc359136019 h 555 HYPERLINK l _Toc35913602016.1

38、構(gòu)構(gòu)件信息息 PAGEREF _Toc359136020 h 55 HYPERLINK l _Toc35913602116.1.1梁的的幾何尺尺寸 PAGEREF _Toc359136021 h 555 HYPERLINK l _Toc35913602216.1.2高強(qiáng)強(qiáng)螺栓信信息 PAGEREF _Toc359136022 h 555 HYPERLINK l _Toc35913602316.1.3端板板信息 PAGEREF _Toc359136023 h 556 HYPERLINK l _Toc35913602416.1.4內(nèi)力力設(shè)計(jì)值值 PAGEREF _Toc359136024 h 56

39、 HYPERLINK l _Toc35913602516.2高高強(qiáng)螺栓栓承載力力驗(yàn)算 PAGEREF _Toc359136025 h 556 HYPERLINK l _Toc35913602616.2.1高強(qiáng)強(qiáng)螺栓承承載力設(shè)設(shè)計(jì)值 PAGEREF _Toc359136026 h 556 HYPERLINK l _Toc35913602716.2.2高強(qiáng)強(qiáng)螺栓群群內(nèi)力驗(yàn)驗(yàn)算 PAGEREF _Toc359136027 h 566 HYPERLINK l _Toc35913602816.3端端板厚度度驗(yàn)算 PAGEREF _Toc359136028 h 557 HYPERLINK l _Toc35

40、913602916.4腹腹板抗拉拉驗(yàn)算 PAGEREF _Toc359136029 h 557 HYPERLINK l _Toc35913603017梁梁節(jié)節(jié)點(diǎn)驗(yàn)算 PAGEREF _Toc359136030 h 577 HYPERLINK l _Toc35913603117.1構(gòu)構(gòu)件信息息 PAGEREF _Toc359136031 h 57 HYPERLINK l _Toc35913603217.1.1梁的的幾何尺尺寸 PAGEREF _Toc359136032 h 577 HYPERLINK l _Toc35913603317.1.2高強(qiáng)強(qiáng)螺栓信信息 PAGEREF _Toc359136

41、033 h 577 HYPERLINK l _Toc35913603417.1.3端板板信息 PAGEREF _Toc359136034 h 558 HYPERLINK l _Toc35913603517.1.4內(nèi)力力設(shè)計(jì)值值 PAGEREF _Toc359136035 h 58 HYPERLINK l _Toc35913603617.2高高強(qiáng)螺栓栓承載力力驗(yàn)算 PAGEREF _Toc359136036 h 558 HYPERLINK l _Toc35913603717.2.1高強(qiáng)強(qiáng)螺栓承承載力設(shè)設(shè)計(jì)值 PAGEREF _Toc359136037 h 558 HYPERLINK l _Toc

42、35913603817.2.2高強(qiáng)強(qiáng)螺栓群群內(nèi)力驗(yàn)驗(yàn)算 PAGEREF _Toc359136038 h 588 HYPERLINK l _Toc35913603917.3端端板厚度度驗(yàn)算 PAGEREF _Toc359136039 h 559 HYPERLINK l _Toc35913604017.4腹腹板抗拉拉驗(yàn)算 PAGEREF _Toc359136040 h 559 HYPERLINK l _Toc35913604118鉸接柱柱腳節(jié)點(diǎn)點(diǎn)驗(yàn)算 PAGEREF _Toc359136041 h 599 HYPERLINK l _Toc35913604218.1構(gòu)構(gòu)件信息息 PAGEREF _T

43、oc359136042 h 59 HYPERLINK l _Toc35913604318.1.1梁的的幾何尺尺寸 PAGEREF _Toc359136043 h 599 HYPERLINK l _Toc35913604418.1.2柱腳腳連接信信息 PAGEREF _Toc359136044 h 599 HYPERLINK l _Toc35913604518.1.3底板板及混凝凝土信息息 PAGEREF _Toc359136045 h 60 HYPERLINK l _Toc35913604618.1.4內(nèi)力力設(shè)計(jì)值值 PAGEREF _Toc359136046 h 60 HYPERLINK l

44、 _Toc35913604718.2承承載力驗(yàn)驗(yàn)算 PAGEREF _Toc359136047 h 600 HYPERLINK l _Toc35913604818.2.1混凝凝土承壓壓驗(yàn)算 PAGEREF _Toc359136048 h 660 HYPERLINK l _Toc35913604918.2.2錨栓栓群抗拔拔驗(yàn)算 PAGEREF _Toc359136049 h 660 HYPERLINK l _Toc35913605018.2.3柱腳腳抗剪驗(yàn)驗(yàn)算 PAGEREF _Toc359136050 h 611 HYPERLINK l _Toc35913605118.2.4加勁勁肋及焊焊縫驗(yàn)

45、算算 PAGEREF _Toc359136051 h 61 HYPERLINK l _Toc35913605219鉸接柱柱腳節(jié)點(diǎn)點(diǎn)驗(yàn)算 PAGEREF _Toc359136052 h 622 HYPERLINK l _Toc35913605319.1構(gòu)構(gòu)件信息息 PAGEREF _Toc359136053 h 62 HYPERLINK l _Toc35913605419.1.1梁的的幾何尺尺寸 PAGEREF _Toc359136054 h 622 HYPERLINK l _Toc35913605519.1.2柱腳腳連接信信息 PAGEREF _Toc359136055 h 622 HYPER

46、LINK l _Toc35913605619.1.3底板板及混凝凝土信息息 PAGEREF _Toc359136056 h 62 HYPERLINK l _Toc35913605719.1.4內(nèi)力力設(shè)計(jì)值值 PAGEREF _Toc359136057 h 63 HYPERLINK l _Toc35913605819.2承承載力驗(yàn)驗(yàn)算 PAGEREF _Toc359136058 h 633 HYPERLINK l _Toc35913605919.2.1混凝凝土承壓壓驗(yàn)算 PAGEREF _Toc359136059 h 663 HYPERLINK l _Toc35913606019.2.2錨栓栓群

47、抗拔拔驗(yàn)算 PAGEREF _Toc359136060 h 663 HYPERLINK l _Toc35913606119.2.3柱腳腳抗剪驗(yàn)驗(yàn)算 PAGEREF _Toc359136061 h 633 HYPERLINK l _Toc35913606219.2.4加勁勁肋及焊焊縫驗(yàn)算算 PAGEREF _Toc359136062 h 63 HYPERLINK l _Toc35913606320鉸接柱柱腳節(jié)點(diǎn)點(diǎn)驗(yàn)算 PAGEREF _Toc359136063 h 644 HYPERLINK l _Toc35913606420.1構(gòu)構(gòu)件信息息 PAGEREF _Toc359136064 h 64

48、 HYPERLINK l _Toc35913606520.1.1梁的的幾何尺尺寸 PAGEREF _Toc359136065 h 644 HYPERLINK l _Toc35913606620.1.2柱腳腳連接信信息 PAGEREF _Toc359136066 h 644 HYPERLINK l _Toc35913606720.1.3底板板及混凝凝土信息息 PAGEREF _Toc359136067 h 65 HYPERLINK l _Toc35913606820.1.4內(nèi)力力設(shè)計(jì)值值 PAGEREF _Toc359136068 h 65 HYPERLINK l _Toc35913606920

49、.2承承載力驗(yàn)驗(yàn)算 PAGEREF _Toc359136069 h 655 HYPERLINK l _Toc35913607020.2.1混凝凝土承壓壓驗(yàn)算 PAGEREF _Toc359136070 h 665 HYPERLINK l _Toc35913607120.2.2錨栓栓群抗拔拔驗(yàn)算 PAGEREF _Toc359136071 h 665 HYPERLINK l _Toc35913607220.2.3柱腳腳抗剪驗(yàn)驗(yàn)算 PAGEREF _Toc359136072 h 666 HYPERLINK l _Toc35913607320.2.4加勁勁肋及焊焊縫驗(yàn)算算 PAGEREF _Toc3

50、59136073 h 661結(jié)構(gòu)基本本信息1.1材料料特性主鋼架采用用鋼材標(biāo)標(biāo)號(hào)為QQ3455B，其其主要特特性如下下：屈服強(qiáng)度：，抗拉拉強(qiáng)度設(shè)設(shè)計(jì)值：抗剪強(qiáng)度設(shè)設(shè)計(jì)值：，彈性性模量：1.2內(nèi)力力組合內(nèi)力簡(jiǎn)圖如如下：取組合（11）1.220恒載載 + 11.400活載，組組合（22）1.000恒載+1.440左風(fēng)風(fēng)和組合合（3）1.000恒載+1.440右風(fēng)風(fēng)進(jìn)行構(gòu)構(gòu)件驗(yàn)算算。由主主鋼架分分析得組組合（11），組組合（22）和組組合（33）的內(nèi)內(nèi)力表如如下：組合（1）內(nèi)內(nèi)力值（1.20 恒載 + 1.40 活載）單元號(hào)軸線長(zhǎng)度/mm截面規(guī)格/mm節(jié)點(diǎn)編號(hào)面積/（mm22）繞2軸慣性矩(1104

51、mm4)繞3軸慣性矩/(1044mm4)彎矩/(kN.m)剪力/(kkN）軸力/(kkN）7700H300650 xx2000 x8xx101624013359877054.0-114.6290401336576333-418.554.0-95.337236H3507000 x2000 x88x100294401336685755-421.1-89.11-65.5536640133513959920.9-33.00-59.994824H3504000 x1550 x66x844704451120522105.22-10.22-55.4454404451888268.025.6-59.00482

52、4H3504000 x1550 x66x834404451888220.9-35.44-60.0044704451120522105.220.4-56.447236H3506000 x1880 x66x856640133513959968.023.9-59.00686401336478211-306.779.7-64.666900H3004800 x2000 x88x1007624013359877037.4-127.3876801335285822-258.937.4-122.8800H4805000 x2000 x88x100678401335313866-301.8-57.33-86.5

53、5876801335285822-255.7-57.33-88.55120600H350 xx1500 x4xx88373645082610-36.33-13.66937364508261-97.0052.4-22.555700H2003500 x1660 x44x8938965468729-94.77-16.88-54.4410329654625680-16.88-66.66組合（2）內(nèi)內(nèi)力值（1.00恒載 + 1.40左風(fēng)）單元號(hào)軸線長(zhǎng)度/mm截面規(guī)格/mm節(jié)點(diǎn)編號(hào)面積/（mm22）繞2軸慣性矩(1104mm4)繞3軸慣性矩/(1044mm4)彎矩/(kN.m)剪力/(kkN）軸力/(kk

54、N）7700H300650 xx2000 x8xx1016240133598770-35.1134.4290401336576333223.11-23.4450.47236H3507000 x2000 x88x100294401336685755228.8845.829.43664013351395990.917.230.94824H3504000 x1550 x66x844704451120522-35.223.231.6544044518882-29.99-5.430.84824H3504000 x1550 x66x83440445188820.917.730.84470445112052

55、2-35.22-2.731.77236H3506000 x1880 x66x8566401335139599-29.99-5.130.868640133647821147.6-16.4429.36900H3004800 x2000 x88x10076240133598770-3.933.587680133528582226.2-3.937.2800H4805000 x2000 x88x10067840133531386648.327.720.087680133528582227.624.818.3120600H350 xx1500 x4xx8837364508261020.518.293736

56、450826126.3-18.4416.15700H2003500 x1660 x44x893896546872924.213.619.910329654625680-5.49.8組合（3）內(nèi)內(nèi)力值（1.00恒載 + 1.40 右風(fēng)）單元號(hào)軸線長(zhǎng)度/mm截面規(guī)格/mm節(jié)點(diǎn)編號(hào)面積/（mm22）繞2軸慣性矩(1104mm4)繞3軸慣性矩/(1044mm4)彎矩/(kN.m)剪力/(kkN）軸力/(kkN）7700H300650 xx2000 x8xx101624013359877014.0-2.3290401336576333-11.33-11.7713.87236H3507000 x2000

57、x88x100294401336685755-9.111.013.2366401335139599-40.77-2.314.74824H3504000 x1550 x66x844704451120522-5.2-9.317.754404451888232.5-6.316.84824H3504000 x1550 x66x8344044518882-40.77-2.314.644704451120522-5.2-12.4415.57236H3506000 x1880 x66x856640133513959932.5-6.216.868640133647821155.0015.36900H30048

58、00 x2000 x88x10076240133598770-6.17.187680133528582241.7-6.110.8800H4805000 x2000 x88x10067840133531386656.615.22.187680133528582243.318.60.4120600H350 xx1500 x4xx8837364508261011.211.393736450826160.7-27.779.25700H2003500 x1660 x44x893896546872957.85.628.41032965462568014.318.31.3最大大側(cè)移和和最大撓撓度驗(yàn)算算最大側(cè)

59、移計(jì)計(jì)算：以號(hào)單元元柱構(gòu)件件為驗(yàn)算算對(duì)象雙楔形橫梁梁平均慣慣性矩柱腳為鉸接接時(shí)，側(cè)側(cè)移所以最大大水平側(cè)側(cè)移符合合要求。最大撓度驗(yàn)驗(yàn)算：由3d33s計(jì)算可可知，結(jié)結(jié)構(gòu)的橫橫梁最大大豎向相相對(duì)位移移為1/1888，小于于輕鋼結(jié)結(jié)構(gòu)規(guī)范范的最大大相對(duì)撓撓度指標(biāo)標(biāo)1/1180,符合規(guī)規(guī)范要求求。2剛架柱構(gòu)構(gòu)件驗(yàn)算計(jì)計(jì)算書（注：若未未特別指指明，下下標(biāo)0表示小小頭，下下標(biāo)1表示大大頭）2.1構(gòu)件件信息2.1.11幾何信信息該柱采用工工字型變變截面鋼鋼架柱，不不設(shè)加勁勁肋。截面為H33006500 x2000 x88x100，幾何何尺寸如如下：截面高度：， 翼緣寬寬度：腹板厚度：，翼緣緣厚度：，柱高高度：

60、由幾何尺寸寸可算得得截面特特性如下下：截面積：，截面慣性矩矩：，2.1.22荷載組組合由三種組合合內(nèi)力比比較可得得構(gòu)件內(nèi)內(nèi)力如下下：小頭節(jié)點(diǎn)端端：大頭節(jié)點(diǎn)端端：2.2有效效截面計(jì)計(jì)算2.2.11腹板有有效寬度度1、構(gòu)造要要求楔率= 板件寬寬厚比： 小頭節(jié)節(jié)點(diǎn)：大頭節(jié)點(diǎn)： 板件幾何尺尺寸滿足足利用屈屈曲后強(qiáng)強(qiáng)度的要要求。2、腹板正正應(yīng)力計(jì)計(jì)算軸力引起的的正應(yīng)力力：彎矩引起軸軸力：，截面邊緣最最大應(yīng)力力（受壓壓為正，受受拉為負(fù)負(fù)）：，3、有效寬寬度計(jì)算算壓力分布不不均勻系系數(shù)，受壓板件穩(wěn)穩(wěn)定系數(shù)數(shù)計(jì)算參數(shù)有效寬度系系數(shù)2.2.22有效截截面特性性計(jì)算小頭節(jié)點(diǎn)和和大頭節(jié)節(jié)點(diǎn)全截截面有效效。2.2.3