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frame100-proped

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Columns Section sSteel graLength No. off Total weiTotal surf. area [m] [kg] [m^(2)] UB 610x30S275 10.742 60 96150.45 1541.7 UB 356x12S275 13.45 30 13344.92 472.1 Summary 109495.4 2013.9 Rafters Section sSteel graLength No. off Total weiTotal surf. area [m] [kg] [m^(2)] UB 686x25S275 49.997 60 375546.5 6954.4 Summary 375546.5 6954.4 Haunches Section sSteel graLength No. off No. LengtTotal weiTotal surf. area [m] [kg] [m^(2)] UB 686x25S275 10.243 60 30 76940.85 1424.8 UB 686x25S275 10.046 60 30 75459.55 1397.4 Summary 152400.4 2822.2 Grand Totals Total weight of steel (Grade S275) [kg] 561242.1 Total surface area [m^(2)] 11790.5

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solution of a portal frame

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Page 1: FRAME100-PROPED

ColumnsSection siz Steel grad Length No. off Total weighTotal surf. area

[m] [kg] [m^(2)]UB 610x30S275 10.742 60 96150.45 1541.7UB 356x12S275 13.45 30 13344.92 472.1Summary 109495.4 2013.9

RaftersSection siz Steel grad Length No. off Total weighTotal surf. area

[m] [kg] [m^(2)]UB 686x25S275 49.997 60 375546.5 6954.4Summary 375546.5 6954.4

HaunchesSection siz Steel grad Length No. off No. LengthTotal weighTotal surf. area

[m] [kg] [m^(2)]UB 686x25S275 10.243 60 30 76940.85 1424.8UB 686x25S275 10.046 60 30 75459.55 1397.4Summary 152400.4 2822.2

Grand TotalsTotal weight of steel (Grade S275) [kg] 561242.1Total surface area [m^(2)] 11790.5

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