Project Identification Number:
Calculation Name:
Location Name:
Post Code:
Designer Name:
Date:
Select Steel Member
Select Section
UC 356 x 406 x 1299
UC 356 x 406 x 1202
UC 356 x 406 x 1086
UC 356 x 406 x 990
UC 356 x 406 x 900
UC 356 x 406 x 818
UC 356 x 406 x 744
UC 356 x 406 x 677
UC 356 x 406 x 634
UC 356 x 406 x 592
UC 356 x 406 x 551
UC 356 x 406 x 509
UC 356 x 406 x 467
UC 356 x 406 x 393
UC 356 x 406 x 340
UC 356 x 406 x 287
UC 356 x 406 x 235
UC 356 x 368 x 202
UC 356 x 368 x 177
UC 356 x 368 x 153
UC 356 x 368 x 129
UC 305 x 305 x 283
UC 305 x 305 x 240
UC 305 x 305 x 198
UC 305 x 305 x 158
UC 305 x 305 x 137
UC 305 x 305 x 118
UC 305 x 305 x 97
UC 254 x 254 x 167
UC 254 x 254 x 132
UC 254 x 254 x 107
UC 254 x 254 x 89
UC 254 x 254 x 73
UC 203 x 203 x 127
UC 203 x 203 x 113
UC 203 x 203 x 100
UC 203 x 203 x 86
UC 203 x 203 x 71
UC 203 x 203 x 60
UC 203 x 203 x 52
UC 203 x 203 x 46
UC 152 x 152 x 51
UC 152 x 152 x 44
UC 152 x 152 x 37
UC 152 x 152 x 30
UC 152 x 152 x 23
Please select a section.
Dead Load 1 In kN/m2 (Gk1) =
Dead Load 2 In kN/m2 (Gk2) =
Dead Load 3 In kN/m2 (Gk3) =
Dead Load 4 In kN/m2 (Gk4) =
Dead Load 5 In kN/m2 (Gk5) =
Live Load 1 In kN/m2 (Qk1) =
Live Load 2 In kN/m2 (Qk2) =
Live Load 3 In kN/m2 (Qk3) =
Live Load 4 In kN/m2 (Qk4) =
Live Load 5 In kN/m2 (Qk5) =
Tributary Width of Floor Supported By Beam In Metres (Tw) =
Length of Beam In Metres (L) =
Results will appear here.