Section Dimensions
H Beam - Cross Section Data
mm
mm
mm
mm
mm
단면적 : — mm² | 단중 : — kg/m
단면 Properties
Ag—mm²
Ix—mm⁴
Iy—mm⁴
Sx—mm³
Sy—mm³
Zx—mm³
Zy—mm³
rx—mm
ry—mm
J (fillet 반영 전)—mm⁴
J (fillet 반영 후)—mm⁴
Cw—mm⁶
h/tw—
Steel Material
MPa
MPa
Effective Length Factor
Unbraced Length
m
m
m
Design Load
kN
kN·m
kN·m
kN
kN
📊 1-Column Calculation Results
Compressive
Pu/φPn = -대기
Bending X
Mux/φMnx = -대기
Bending Y
Muy/φMny = -대기
P-M-M
Combined = -대기
Shear X
Vux/φVnx = -대기
Shear Y
Vuy/φVny = -대기
📋 Multi Column Calculation Sheet
| Col. no | Pu | Mux | Muy | Compressive | P-M-M |
|---|---|---|---|---|---|
| 1 | |||||
| 2 | |||||
| 3 | |||||
| 4 | |||||
| 5 | |||||
| 6 |