부등변ㄱ형강(Unequal Angles)
표준단면치수 Standard Sectional Dimension (mm) |
단위중량 Unit Weight kg/m |
단면적 Sectional Area (cm2) |
단면계수 Modulus of Section (cm3) |
||
---|---|---|---|---|---|
H × B | t | W | H | Zx | Zy |
50 x 30 | 3 | 1.83 | 2.33 | 1.8 | 0.704 |
90 x 75 | 9 | 11.0 | 14.04 | 17.4 | 12.4 |
100 x 75 | 7 | 9.32 | 11.87 | 17.0 | 10.1 |
10 | 13.0 | 16.50 | 23.3 | 13.7 | |
125 x 75 | 7 | 10.7 | 13.62 | 26.1 | 10.3 |
10 | 14.9 | 19.00 | 36.1 | 14.1 | |
13 | 19.1 | 24.31 | 46.1 | 17.9 | |
125 x 90 | 10 | 16.1 | 20.50 | 37.2 | 20.4 |
13 | 20.6 | 26.26 | 47.5 | 24.8 | |
150 x 90 | 9 | 16.4 | 20.94 | 48.2 | 19.0 |
12 | 21.5 | 27.36 | 62.3 | 24.3 | |
150 x 100 | 9 | 17.1 | 21.84 | 49.0 | 25.3 |
12 | 22.4 | 28.56 | 63.4 | 30.2 | |
15 | 27.7 | 35.25 | 78.2 | 37.0 |
부등변 부등후ㄱ형강(Inverted Angles)
표준단면치수 Standard Sectional Dimension (mm) |
단위중량 Unit Weight kg/m |
단면적 Sectional Area (cm2) |
단면계수 Modulus of Section (cm3) |
|||||
---|---|---|---|---|---|---|---|---|
H × B | t1 | t2 | r1 | r2 | W | H | Zx | Zy |
200 x 90 | 9 | 14 | 14 | 7 | 23.30 | 29.66 | 88.7 | 29.2 |
250 x 90 | 10 | 15 | 17 | 8.5 | 29.40 | 34.47 | 149 | 31.5 |
12 | 16 | 17 | 8.5 | 33.7 | 42.95 | 174 | 33.5 | |
300 x 90 | 11 | 16 | 19 | 9.5 | 36.30 | 46.22 | 229 | 33.8 |
13 | 17 | 19 | 9.5 | 41.3 | 52.67 | 264 | 35.8 | |
350 x 100 | 12 | 17 | 22 | 11 | 45.3 | 57.74 | 338 | 44.5 |
400 x 100 | 13 | 18 | 24 | 12 | 53.8 | 68.59 | 467 | 47.1 |