Structural Steel Design

Angle Section (A) = L65 x 50 x 8

 
 

Channel Section (B) = C15 x 40

Wide Flange Section (C) = W27 x 146

 
 

Transcribed Image Text:

Designation Weight Area Depth Width Thickness H В -RARBAK 65 HxBxt L65x50x8 W А 6.75 860 t 50 R1 (kg/m) (sq.mm) (mm) (mm) (mm) (mm) (mm) (mm) 348 8 Radius 3 R2 6 Axis X-X x 10³ S x 10³ (mm³) 7.9 (mm) 20.11 y (mm) 21.14 Axis Y-Y x 10³ S,x 10³ (mm) (mm³) 177 4.9 r (mm) 14.36 X (mm) 13.71 Axis Z-Z r (mm) 10.55 tan α 0.57 Designation Weight Area Depth Width Thickness H В -RARBAK 65 HxBxt L65x50x8 W А 6.75 860 t 50 R1 (kg/m) (sq.mm) (mm) (mm) (mm) (mm) (mm) (mm) 348 8 Radius 3 R2 6 Axis X-X x 10³ S x 10³ (mm³) 7.9 (mm) 20.11 y (mm) 21.14 Axis Y-Y x 10³ S,x 10³ (mm) (mm³) 177 4.9 r (mm) 14.36 X (mm) 13.71 Axis Z-Z r (mm) 10.55 tan α 0.57

Answer rating: 100% (QA)

Answer 381m Area 165mm A 38165 1821 2 Ge A Ty A A 2x2c oben Jy Ixx Ic A Angle L150x90x12 Channel C15... View the full answer