内力组合表.docx
- 文档编号:5452205
- 上传时间:2023-05-08
- 格式:DOCX
- 页数:25
- 大小:45.84KB
内力组合表.docx
《内力组合表.docx》由会员分享,可在线阅读,更多相关《内力组合表.docx(25页珍藏版)》请在冰点文库上搜索。
内力组合表
杆件及截面编号
恒载
活载
风载
吊车1(左跨)
吊车2(右跨)
左风
右风
左刹车
右刹车
RMax
AB柱
RMax
DC柱
左刹车
右刹车
RMax
DC柱
RMax
E柱
边
柱
AB
截
面
(A)
标
准
值
M
17.932
26.683
-29.844
22.331
15.837
-15.937
13.673
21.642
11.856
-11.856
-13.479
13.149
N
-23.713
-23.054
0.063
-0.330
-0.449
0.499
-125.456
-39.738
-0.661
0.661
0.971
-2.601
V
-6.561
-9.652
9.771
-5.274
-3.917
3.917
-10.095
-4.533
-2.322
2.322
2.704
-2.609
组合
1
选项
√
√
√
√
√
√
√
M
1.2×17.932+0.9×1.4(26.683+22.331+15.837+21.642+11.586+13.149)=161.666Mk=129.160
N
-1.2×23.713+0.9×1.4(-23.054-0.33-0.449-39.738-0.661-2.601)=-112.665Nk=-90.546
V
-1.2×6.561+0.9×1.4(-9.652-5.274-3.917-4.533-2.322-2.609)=-43.540Vk=34.868
组合
2
选项
√
√
√
√
√
√
M
1.2×17.923+0.9×1.4(-29.844-15.937+13.673-11.856-13.479)=-50.871
N
-1.2×23.713+0.9×1.4(0.063+0.499-125.456+0.661+0.971)=-183.766
V
-1.2×6.561+0.9×1.4(-9.652+3.917-10.095+2.322+2.704)=-21.486
组合
3
选项
√
√
√
√
M
1.2×17.932+0.9×1.4(-29.844-11.856-13.479)=-48.007
N
-1.2×23.713+0.9×1.4(0.063+0.661+0.971)=-26.320
V
-1.2×6.561+0.9×1.4(9.771+2.322+2.704)=10.771
组合
4
选项
√
√
√
√
√
√
√
M
1.2×17.932+0.9×1.4(26.683+22.331+15.837+13.673+11.856+13.149)=151.965Mk=121.461
N
-1.2×23.713+0.9×1.4(-23.054-0.33-0.449-125.456-0.661-2.601)=-220.67Nk=-176.264
V
-1.2×6.561+0.9×1.4(-9.652-5.274-3.917-10.095-2.322-2.609)=-50.548Vk=-40.43
“√”表示该项荷载参与内力组合,以下表中符号表示相同意思。
M单位为kN.M,N单位为kN,V单位为kN。
续表1
杆件及截面编号
恒载
活载
风载
吊车1(左跨)
吊车2(右跨)
左风
右风
左刹车
右刹车
RMax
AB柱
RMax
DC柱
左刹车
右刹车
RMax
DC柱
RMax
E柱
边
柱
AB
截
面
标
准
值
M
18.811
27.676
-10.318
7.024
5.383
-5.383
42.820
10.933
1.426
-1.426
-1.661
1.461
N
-19.900
-23.054
0.063
-0.33
-0.449
0.499
-125.456
-39.738
-0.661
0.661
0.971
-2.601
V
-6.561
-9.652
0.600
-0.57
-3.917
3.917
-10.095
-4.533
-2.322
2.322
2.704
-2.609
组合
1
选项
√
√
√
√
√
√
√
M
1.2×18.811+0.9×1.4(27.676+7.024+5.393+42.82+1.426+1.461)=130.681
N
-1.2×19.9+0.9×1.4(-23.054-0.33-0.449-125.456-0.661-2.601)=-216.094
V
-1.2×6.561+0.9×1.4(-9.652-0.57-3.917-10.095-2.322-2.609)=-44.621
组合
2
选项
√
√
√
√
M
1.2×18.811+0.9×1.4(-10.318-1.426-1.661)=5.683
N
-1.2×19.9+0.9×1.4(0.063+0.661+0.971)=-21.744
V
-1.2×6.561+0.9×1.4(0.6+2.322+2.704)=-0.784
组合
3
选项
√
√
√
√
M
1.2×18.811+0.9×1.4(-10.318-1.426-1.661)=5.683
N
-1.2×19.9+0.9×1.4(0.063+0.661+0.971)=-21.744
V
-1.2×6.561+0.9×1.4(0.6+2.322+2.704)=-0.784
组合
4
选项
√
√
√
√
√
√
√
M
1.2×18.811+0.9×1.4(27.676+7.024+5.393+42.82+1.426+1.461)=130.681
N
-1.2×19.9+0.9×1.4(-23.054-0.33-0.449-125.456-0.661-2.601)=-216.094
V
-1.2×6.561+0.9×1.4(-9.652-0.57-3.917-10.095-2.322-2.609)=-44.621
续表2
杆件及截面编号
恒载
活载
风载
吊车1(左跨)
吊车2(右跨)
左风
右风
左刹车
右刹车
RMax
AB柱
RMax
DC柱
左刹车
右刹车
RMax
DC柱
RMax
E柱
边
柱
AB
截
面
标
准
值
M
-18.811
-27.676
10.318
-7.024
-5.383
5.383
35.576
12.966
-1.426
1.426
1.661
-1.461
N
-19.900
-23.054
0.063
-0.330
-0.449
0.449
0.894
-1.288
-0.661
0.661
0.971
-2.601
V
-6.561
-9.652
0.600
-0.57
-3.917
3.917
-10.095
-4.533
-2.322
2.322
2.704
-2.609
组合
1
选项
√
√
√
√
√
√
M
-1.2×18.811+0.9×1.4(10.318+5.383+35.576+1.426+1.661)=45.925
N
-1.2×19.9+0.9×1.4(0.063+0.449+0.894+0.661+0.971)=-20.052
V
-1.2×6.561+0.9×1.4(0.6+3.917-10.095+2.322+2.704)=-8.569
组合
2
选项
√
√
√
√
√
M
-1.2×18.811+0.9×1.4(-27.676-7.024-1.426-1.461)=-69.933
N
-1.2×19.9+0.9×1.4(-23.054-0.33-0.661-2.601)=-57.454
V
-1.2×6.561+0.9×1.4(-9.652-0.57-2.322-2.609)=-26.966
组合
3
选项
√
√
√
√
√
√
M
-1.2×18.811+0.9×1.4(10.318+5.383+35.576+1.426+1.661)=45.925
N
-1.2×19.9+0.9×1.4(0.063+0.449+0.894+0.661+0.971)=-20.052
V
-1.2×6.561+0.9×1.4(0.6+3.917-10.095+2.322+2.704)=-8.569
组合
4
选项
√
√
√
√
√
√
√
M
-1.2×18.811+0.9×1.4(-27.676-7.024-5.383+12.966-1.426-1.461)=-60.378
N
-1.2×19.9+0.9×1.4(-23.054-0.33-0.449-1.288-0.661-2.601)=-59.643
V
-1.2×6.561+0.9×1.4(-9.652-0.57-3.917-4.533-2.322-2.609)=-37.613
续表3
杆件及截面编号
恒载
活载
风载
吊车1(左跨)
吊车2(右跨)
左风
右风
左刹车
右刹车
RMax
AB柱
RMax
DC柱
左刹车
右刹车
RMax
DC柱
RMax
E柱
边
柱
AB
截
面
标
准
值
M
22.738
33.453
-11.288
7.126
7.657
-7.657
-30.521
-12.082
-1.152
1.152
-1.278
2.765
N
-19.49
-23.054
0.063
-0.330
-0.449
0.449
0.894
-1.288
-0.661
0.661
0.971
-2.601
V
-6.561
-9.652
-0.397
-0.438
1.433
-1.433
-10.095
-4.533
-2.322
2.322
2.704
-2.609
组合
1
选项
√
√
√
√
√
M
1.2×22.738+0.9×1.4(33.453+7.126+1.152+2.765)=83.351
N
-1.2×19.49+0.9×1.4(-23.054-0.33+0.661-2.601)=-55.296
V
-1.2×6.561+0.9×1.4(-9.652-0.438+2.322-2.609)=-20.948
组合
2
选项
√
√
√
√
√
√
M
1.2×22.738+0.9×1.4(-11.288-7.657-30.521-1.152-1.278)=-38.103
N
-1.2×19.49+0.9×1.4(0.063+0.449+0.894-0.661+0.971)=-21.226
V
-1.2×6.561+0.9×1.4(-0.397-1.433-10.095-2.322+2.704)=-22.417
组合
3
选项
√
√
√
√
√
√
M
1.2×22.738+0.9×1.4(-11.288-7.657-30.521+1.152-1.278)=-35.087
N
-1.2×19.49+0.9×1.4(0.063+0.449+0.894+0.661+0.971)=-19.56
V
-1.2×6.561+0.9×1.4(-0.397-1.433-10.095+2.322+2.704)=-16.521
组合
4
选项
√
√
√
√
√
√
√
M
1.2×22.738+0.9×1.4(33.453+7.126+7.657-12.082-1.152+2.765)=74.872
N
-1.2×19.49+0.9×1.4(-23.054-0.33-0.449-1.288-0.661-2.601)=-59.151
V
-1.2×6.561+0.9×1.4(-9.652-0.438+1.433-4.533-2.322-2.609)=-30.706
续表4
杆件及截面编号
恒载
活载
风载
吊车1(左跨)
吊车2(右跨)
左风
右风
左刹车
右刹车
RMax
AB柱
RMax
DC柱
左刹车
右刹车
RMax
DC柱
RMax
E柱
边
柱
AB
截
面
标
准
值
M
-22.738
-33.453
11.288
-7.126
-7.657
7.657
30.521
12.082
1.152
-1.152
1.278
-2.765
N
-19.49
-23.054
0.063
-0.330
-0.449
0.499
0.894
-1.288
-0.661
0.661
0.971
-2.601
V
-6.561
-9.652
-0.397
-0.438
1.433
-1.433
-10.095
-4.533
-2.322
2.322
2.704
-2.609
组合
1
选项
√
√
√
√
√
√
M
-1.2×22.738+0.9×1.4(11.288+7.657+30.521+1.152+1.278)=38.103
N
-1.2×19.49+0.9×1.4(0.063+0.499+0.894-0.661+0.971)=-21.163
V
-1.2×6.561+0.9×1.4(-0.397-1.433-10.095-2.322+2.704)=-22.417
组合
2
选项
√
√
√
√
√
M
-1.2×22.738+0.9×1.4(-33.453-7.126-1.152-2.756)=-83.339
N
-1.2×19.49+0.9×1.4(-23.054-0.33+0.661-2.601)=-55.296
V
-1.2×6.561+0.9×1.4(-9.652-0.438+2.322-2.609)=-20.948
组合
3
选项
√
√
√
√
√
√
M
-1.2×22.738+0.9×1.4(11.288+7.657+30.521-1.152+1.278)=35.2
N
-1.2×19.49+0.9×1.4(0.063+0.499+0.894-0.661+0.971)=-21.163
V
-1.2×6.561+0.9×1.4(-0.397-1.433-10.095-2.322+2.704)=-22.417
组合
4
选项
√
√
√
√
√
√
√
M
-1.2×22.738+0.9×1.4(-33.453-7.126-7.659+12.082+1.152-2.765)=-74.875
N
-1.2×19.49+0.9×1.4(-23.054-0.33-0.449-1.288-0.661-2.601)=-59.151
V
-1.2×6.561+0.9×1.4(-9.652-0.438+1.433-4.533-2.322-2.609)=-30.706
续表5
杆件及截面编号
恒载
活载
风载
吊车1(左跨)
吊车2(右跨)
左风
右风
左刹车
右刹车
RMax
AB柱
RMax
DC柱
左刹车
右刹车
RMax
DC柱
RMax
E柱
边
柱
AB
截
面
(B)
标
准
值
M
35.865
52.766
4.855
7.219
4.647
-4.467
-9.289
-8.367
7.182
-7.182
-8.691
8.244
N
-23.713
-23.054
0.063
-0.330
-0.499
0.499
0.894
-1.288
-0.661
0.661
0.971
-2.601
V
-6.561
-9.652
-3.677
1.614
1.433
1.433
-10.095
-4.533
-2.322
2.322
2.704
-2.609
组合
1
选项
√
√
√
√
√
M
1.2×35.865+0.9×1.4(52.766+7.219+7.182+8.244)=138.056
N
-1.2×23.713+0.9×1.4(-23.054-0.33-0.661-2.601)=-62.03
V
-1.2×6.561+0.9×1.4(-9.652+1.614-2.322-2.609)=-24.214
组合
2
选项
√
√
√
√
√
M
1.2×35.865+0.9×1.4(-4.467-9.289-7.182-8.691)=5.705
N
-1.2×23.713+0.9×1.4(0.499+0.894+0.661+0.971)=-24.644
V
-1.2×6.561+0.9×1.4(1.433-10.095+2.322+2.704)=-12.455
组合
3
选项
√
√
√
√
√
√
M
1.2×35.865+0.9×1.4(4.855-4.467-9.289-7.182-8.691)=11.823
N
-1.2×23.713+0.9×1.4(0.063+0.499+0.894+0.661+0.971)=-24.565
V
-1.2×6.561+0.9×1.4(-3.677-9.652+1.614-2.322-2.609)=-28.847
组合
4
选项
√
√
√
√
√
√
√
M
1.2×35.865+0.9×1.4(52.766+7.219+4.467-8.367+7.182+8.244)=133.142
N
-1.2×23.713+0.9×1.4(-23.054-0.33-0.499-1.288-0.661-2.601)=-64.281
V
-1.2×6.561+0.9×1.4(-9.652+1.614+1.433-4.533-2.322-2.609)=-28.12
续表6
杆件及截面编号
恒载
活载
风载
吊车1(左跨)
吊车2(右跨)
左风
右风
左刹车
右刹车
RMax
AB柱
RMax
DC柱
左刹车
右刹车
RMax
DC柱
RMax
E柱
中
柱
DC
柱
底
截
面
(D)
标
准
值
M
0
0
-16.605
16.605
17.588
-17.588
-24.196
-11.253
17.588
-17.588
11.253
24.196
N
-50.074
-72.692
0.267
0.267
-0.889
0.889
-36.743
-125.979
0.889
-0.889
-125.979
-36.743
V
0
0
1.151
-1.151
-4.527
4.527
7.512
9.272
-4.527
4.527
-9.272
-7.512
组合
1
选项
√
√
√
√
√
√
M
0.9×1.4(16.605+17.588-11.253+17.588+24.196)=81.552Mk=64.724
N
-1.2×50.074+0.9×1.4(0.267-0.889-125.979+0.889-36.743)=-264.782Nk=-212.529
V
0.9×1.4(-1.151-4.527+9.272-4.527-7.512)=-10.641Vk=-8.445
组合
2
选项
√
√
√
√
√
√
M
0.9×1.4(-16.605-17.588-24.196-17.588+11.253)=-81.552
N
-1.2×50.074+0.9×1.4(0.267+0.889-36.743-0.889-125.979)=-264.782
V
0.9×1.4(1.151+4.527+7.512+4.527-9.272)=10.641
组合
3
选项
√
√
M
0.9×1.4(-16.605)=-20.9220.9×1.4×16.605=20.922
N
-1.2×50.074+0.9×1.4×0.267=-59.752
V
0.9×1.4×1.151=1.450.9×1.4×(-1.151)=-1.45
组合
4
选项
√
√
√
√
√
√
M
0.9×1.4(17.588-11.253-17.588+11.533)=0M
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- 内力 组合