8710019202319290005760174712658054
94020001000010019201619290002820093911428044
38020001000010019200619290001000033310507040
000
2000
10000
100
192
000
19290
00100
00333
10507
040
注：R0筒身截面外半径（mm）
73风弯矩标准值计算
风荷载及风弯矩标准值计算结果
标高m
Qi
Mwki
6030


10
f5530
2719
68
5030
2464
266
4350
2951
718
4159
1512
888
3891
2225
1176
3712
1008
1399
3532
946
1639
3282
1220
2000
3082
902
2310
2902
756
2604
2630
1047
3072
2430
697
3434
2200
734
3867
2050
444
4158
1870
497
4516
1670
509
4923
1380
664
5531
940
857
6486
380
947
7754
000
615
8643
注1、Qi表示作用于每一节中心处的集中风荷载单位为kN2、Mwki∑Qihi单位为kNm
74考虑瞬时极端最大风速时的风荷载计算（只计算顺风向风压）
瞬时极端最大风速时风荷载计算结果
标高
m
Ro
z
BvzH
R
1z
Bz
z
k
60309001712404519210020186100000875823810354
55309001667704519209220186086320776222240322
50309001622704519208320186072470669820562289
43509001555004519207220186055160531918388248
415920001535910019206920186050571097327303364
389120001505910019206520186044350981525477194
371220001482510019206220186040170903024240182
353220001459110019205920186036390831123105171
328220001426610019205420186031720741121686156
308220001400610019205120186027990666020503145
290220001374210019204820186024870603119510136
263020001330710019204420186020360509818039121
243020001298710019204020186017040437316895111
220020001261910019203620186014200374915912102
205020001237910019203420186012390333615261096
187020001203910019203120186010230283114464088
11
f16701380940380
000
2000200020002000
2000
1163910019202820186008290237213741081
1098710019202320186005760174712755071
1000010019201620186002820093911480058
1000010019200620186001000033310526053
10000
100
192
000
20186
00100
00333
10526
053
风荷载标准值计算结果
标高m
Qi
6030

5530
3645
5030
3299
4350
3945
4159
2027
3891
2989
3712
1353
3532
1268
3282
1635
3082
1207
2902
1011
2630
1398
2430
930
2200
978
2050
591
1870
661
1670
676
1380
880
940
1133
380
1248
000
809
注1、Qi表示作用于每一节中心处的集中风荷载单位为kN2、Mwki∑Qihi单位为kNm
Mwki91356962
1189157518r