钢雨篷以及预埋件计算程序

h 250.00mm b1

250.00mm

雨篷梁长L

b 100.00mm b2150.00mm 雨篷梁间距B tw 8.00mm t

3.00

mm

恒载QD t 10.00mm 活载QL

E 206000.00N/mm^2E 206000.00N/mm^2风载QW Ix 36928000.00mm^4Ix 20991092.00mm^4 1.2D+1.4L Wx 295424.00mm^3Wx 167928.74mm^3 1.0D+1.4W

Sx 172900.00mm^3Sx 100227.00mm^3Q A 3840.00mm^2A 2364.00mm^2剪力V G

30.14

kg/m

G

18.56

kg/m

弯矩M

挠度控制Ix 应力控制Wx

矩形管(b1*b2*t)黄色为输入内容红色字体为控制值

框支

H型钢(h*b*tw*t)

框支雨篷埋板厚度计算埋板厚度计算

名称

3.00m H400.00mm H0.00mm V

1.50m B300.00mm B0.00mm N

0.60KN/m^2a50.00mm a0.00mm M

0.90KN/m^2b25.00mm b0.00mm ar

0.55KN/m^2c125.00mm c0.00mm av

2.34KN/m^2d200.00mm d0.00mm ab

0.35KN/m^2f205.00N/mm^2f205.00N/mm^2fy

5.27KN/m N31.59KN N#DIV/0!KN fc

15.80KN t18.78mm t1#DIV/0!mm d

23.69KN.m t10.00mm t#DIV/0!mm t

z 7188258.50mm^4n 131187.71mm^4

As

As'

结果

a

ft

fy'

lab

0.6lab