Purlins C Static data
Effective Section
Full Section Properties
Properties
Purlin Section Warping
Type Area Constant Distortional at
Second moment Section at yield
Centroid buckling stress in service
of area modulus stress
bending ability
A Iw Ix Iy x Wxel Wyel fod Ixeff Wxeff
C
mm 2 106mm 4 106mm 4 106mm 4 mm mm 3 mm 3 MPa 106mm 4 mm 3
C 100 15 325,80 243,80 0,5235 0,1114 16,10 10.440 3.338 842,70 0,5235 8,172
C 140 15 436,80 1.007,00 1,3730 0,2445 19,78 19.550 5.592 546,90 1,3190 13.410
C 140 20 577,50 1.289,00 1,7990 0,3167 19,53 25.710 7.286 777,10 1.7990 20.150
C 180 15 496,80 1.709,00 2,4590 0,2651 17,39 27.230 5.750 439,00 2,2990 17.630
C 180 20 657,50 2.196,00 3,2300 0,3435 17,15 35.850 7.493 611,50 3,1660 26.720
C 180 25 815,70 2.644,00 3,9760 0,4172 16,91 44.260 9.152 805,20 3,9760 35.420
C 210 20 720,60 3.173,00 4,6390 0,3655 15,99 44.220 7.589 569,70 4,4640 31.640
C 210 25 900,70 3.966,00 5,7980 0,4589 15,99 55.280 9.823 741,80 5,7170 46.620
C 210 30 1.074,00 4.592,00 6,8610 0,5329 14,76 65.650 11.520 932,10 6,8610 53.200
C 250 25 1.205,00 19.330,00 11,8300 1,5840 28,26 95.610 22.870 392,50 11,3300 65.270
C 250 30 1.435,00 22.480,00 14,0400 1,8580 27,94 113.700 26.900 481,70 13,8700 84.760
C 300 25 1.336,00 29.690,00 18,1800 1,7060 25,94 122.300 23.840 373,80 17,0500 79.800
C 300 30 1.596,00 34.800,00 21,6200 2,0100 25,70 146.600 28.190 463,40 20,9700 104.000
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