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
