excel计算大全-钢结构计算表格-稳定计算

L

U

UL

Ix A i0x x x

3500 1.33465527300000012016150.730637.419150.879

3000

1.71

513027300000012016150.730641.23743

0.858

实腹式单向压弯构件平面内的稳定计算

x N A x

结果1x

mx

W 1x

37.419151360000

120160.879128.7627

1.05

11605882.4

实腹式单向压弯构件平面外的稳定计算

y N A y

结果1tx

M x

b

53.286231360000

120160.754150.1093

1918000000.9752611

实腹式双向压弯构件的稳定计算-横向地震作用

强轴－工字型x N A x

结果1x

mx

W 1x

37.419151372800

12016

0.879129.9746

1

11605882.4

弱轴-工字型y N A y

结果1y

my

W 1y

53.28623137280012016

0.754151.5221 1.2

1539411.76

强轴－箱型x N A x

结果1x

mx

W 1x

37.41915137280012016

0.754151.52211

11605882.4弱轴 －箱型y N A y

结果1y

my

W 1y

53.286231

120160.7540.00011

1.05

1539411.76

箱型

工型

y

1.05

1.2

实腹式双向压弯构件的稳定计算－纵向地震作用

强轴x

N

A

x

结果1

x

mx

W 1x

??????γβ

λ?β?

λγβ

λγβ

λγ

γβ

λλ?γ

β

λγβ

λ

37.419151372800120160.879129.9746111605882.4

弱轴y N A y

结果1y

my

W 1y

53.28623137280012016

0.754151.5221

1

1539411.76

强轴－箱型x N A x

结果1x

mx

W 1x

37.41915137280012016

0.879129.9746

1

11605882.4弱轴 －箱型y N A y

结果1y

my

W 1y

53.286231

12016

0.7540.00011

1

1539411.76

??

??γβ

λγ

γ

β

λ

γβ

λγ

β

λ