Page 4 - Constructor 50 mm Racking
P. 4
Software calculated detail design check for each individual Projects
CR18 Wednesday, June 23, 2021
project data and analysis
project: ABC Company
Pallet Racking Specialists!
down-aisle imperfection: H/324 EN 15512
looseness BEC / upright: 0.00108 ( in down-aisle imperfection included )
cross-aisle imperfection: H/250 EN 15512
assembly sway imperfection: H/500
load factor unit loads: 1.4 EN 15512
permanent loads with unfavourable effect: 1.3 EN 15512
material factor frames: 1 EN 15512
material factor beams: 1 EN 15512
upright data
type of upright fy [N/mm²] A [cm²] Aeff [cm²] Iy [cm4] Iz [cm4] Weff,y [cm³] Weff,z [cm³]
CR18 P90/200 420 5.350 3.890 57.090 32.300 9.662 6.532
beam data beam / BEC connection
level type of beam fy [N/mm²] A [cm²] Iy [cm4] Wy [cm³] Wz [cm³] k [kNm/rad] Mdbr [kNm]
1 BX 100/50/15 320 6.180 97.170 19.430 9.830 107.000 2.430
2 BX 90/50/15 320 5.980 77.840 17.200 9.310 111.000 2.070
3 BX 90/50/15 320 5.980 77.840 17.200 9.310 111.000 2.070
4 BX 90/50/15 320 5.980 77.840 17.200 9.310 111.000 2.070
5 BX 90/50/15 320 5.980 77.840 17.200 9.310 111.000 2.070
6 BX 90/50/15 320 5.980 77.840 17.200 9.310 111.000 2.070
7 BX 90/50/15 320 5.980 77.840 17.200 9.310 111.000 2.070
Frame bracing
profile fy [N/mm²] A [cm²] Asch [cm²] Iy [cm4] Iz [cm4] Weff,y [cm³] Weff,z [cm³]
[] 25 x 25 x 1.0 350 0.930 0.186 0.880 0.880 0.710 0.710
rptSystemData Calculation: 6/23/2021 1:05:40 PM -36-