Steel Section
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- Words: 120
- Pages: 2
Short Size
I - Section Greater 150 300
First Flange Second Flange Tie Beam Total Length Cross Section Area Weight Per Mtr.
Size
Total Length Cross Section Area Weight Per Mtr.
Thickness
8 0.01
150 150 300 600 0.6
Total Length Cross Section Area
37.68 Kgs.
75 75 150 300 0.3 0 14.13 Kgs.
Size First Flange Second Flange
0
Channel - Section Greater Short 150 75
First Flange Second Flange Tie Beam
Angle
Weight Per Mtr.
Thickness
6 0.01
1 1 1
Angle - Section 45
First Flange Second Flange
45
Thickness
45 45 90 0.09
Total Length
Cross Section Area
Weight Per Mtr.
0 4.24 Kgs.
39.3 10.5 10.5
31.5 8.5 8
1237.95 89.25 84 1064.7
6 0.01
I - Section Greater 150 300
First Flange Second Flange Tie Beam Total Length Cross Section Area Weight Per Mtr.
Size
Total Length Cross Section Area Weight Per Mtr.
Thickness
8 0.01
150 150 300 600 0.6
Total Length Cross Section Area
37.68 Kgs.
75 75 150 300 0.3 0 14.13 Kgs.
Size First Flange Second Flange
0
Channel - Section Greater Short 150 75
First Flange Second Flange Tie Beam
Angle
Weight Per Mtr.
Thickness
6 0.01
1 1 1
Angle - Section 45
First Flange Second Flange
45
Thickness
45 45 90 0.09
Total Length
Cross Section Area
Weight Per Mtr.
0 4.24 Kgs.
39.3 10.5 10.5
31.5 8.5 8
1237.95 89.25 84 1064.7
6 0.01
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