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chinthaka-roshan-iddamalgoda
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DESCRIPTION
Steel Section Properties
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B A B
2 C C
3.00
1.00 T
A T
=
= 5.00 4
Area
A y Ay I 1 43.75 138.75 6,070.31 1,116.54 (63.75)2 162.50 148.75 24,171.88 84.64 (73.75)3 362.50 75.00 27,187.50 635,130.21 - 4 162.50 1.25 203.13 84.64 73.75 5 43.75 11.25 492.19 1,116.54 63.75
775.00 58,125.00 637,532.55 1 43.75 63.75 2,789.06 22.79 (42.34)2 162.50 32.50 5,281.25 57,213.54 (11.09)3 362.50 1.25 453.13 188.80 20.16 4 162.50 32.50 5,281.25 57,213.54 (11.09)5 43.75 63.75 2,789.06 22.79 (42.34)
775.00 16,593.75 114,661.46
= 2,760,833.33 = 458,820.98 mm4
= 36,811.11
= 10,526.14 mm3
= 42,687.50 mm3
= 15,562.50 mm3
ymx
ymy
(ym-y)
Ixx mm4
Iyy
Zx mm3
Zy
Sx
Sy
= 150 mm = 65 mm = 20 mm = 2.5 mm
75.00 mm
21.41 mm
177,802.73 883,847.66 - 883,847.66 177,802.73
2,123,300.78 78,424.78 19,980.92 147,348.14 19,980.92 78,424.78
344,159.53
Depth of the web needed = 2.5
Half of the area = 387.50 mmArea need from web = 12.50 mm2
= 5.00 mm2
A(Ym-y)2
PN-Ayy