Page 8 - Constructor 50 mm Racking
P. 8
Software calculated detail design check for each individual Projects
ABC Company CR18 beams deformation and stress
Pallet Racking Specialists!
load case: / serviceability load
member no. vy0 [mm] fmax [mm] vy1 [mm] vmax [mm] M0 [kNm] M1 [kNm] Mmax [kNm]
B01/01 20 0.17557 7.96782 0.24478 8.17799 -0.75258 -0.98933 2.41134
B01/02 23 0.63672 9.35402 1.06490 10.20483 -0.76590 -1.19576 2.30262
B01/03 26 0.98504 9.32373 1.76905 10.70077 -0.79351 -1.17951 2.29626
B01/04 29 1.25807 9.31934 2.34288 11.11981 -0.84239 -1.13227 2.29421
B01/05 32 1.46125 9.32732 2.77684 11.44637 -0.88711 -1.08456 2.29478
B01/06 35 1.58214 9.24622 3.06696 11.57077 -0.96086 -1.04119 2.27903
B01/07 38 1.69602 9.55561 3.21586 12.01155 -0.84176 -1.04436 2.33684
B02/01 50 0.29705 7.89419 0.24533 8.16538 -0.79437 -0.98199 2.39380
B02/02 53 1.15808 9.11591 1.06201 10.22595 -0.85635 -1.19453 2.25667
B02/03 56 1.86094 9.12257 1.76601 10.93604 -0.85930 -1.18909 2.25781
B02/04 59 2.41374 9.12326 2.33904 11.49965 -0.89722 -1.15091 2.25710
B02/05 62 2.82438 9.12187 2.77216 11.92014 -0.93931 -1.10934 2.25616
B02/06 65 3.09711 9.12790 3.06254 12.20773 -0.97097 -1.07542 2.25695
B02/07 68 3.23166 9.11268 3.20992 12.33346 -0.99847 -1.05362 2.25396
B03/01 80 0.29531 7.89432 0.24624 8.16510 -0.79824 -0.97805 2.39377
B03/02 83 1.15650 9.11773 1.06165 10.22681 -0.85424 -1.19596 2.25706
B03/03 86 1.85712 9.12057 1.76609 10.93217 -0.86059 -1.18855 2.25741
B03/04 89 2.40890 9.12012 2.33904 11.49409 -0.89881 -1.15050 2.25649
B03/05 92 2.81888 9.11861 2.77204 11.91407 -0.94056 -1.10931 2.25554
B03/06 95 3.09023 9.12070 3.06265 12.19714 -0.97481 -1.07427 2.25558
B03/07 98 3.22453 9.11165 3.21027 12.32905 -1.00067 -1.05181 2.25375
B04/01 110 0.29428 7.89413 0.24744 8.16499 -0.80169 -0.97469 2.39367
B04/02 113 1.15689 9.11768 1.06280 10.22753 -0.85295 -1.19727 2.25708
B04/03 116 1.85706 9.12284 1.76887 10.93580 -0.86114 -1.18714 2.25782
B04/04 119 2.40891 9.12371 2.34263 11.49948 -0.89921 -1.14874 2.25714
B04/05 122 2.81901 9.12205 2.77611 11.91961 -0.94056 -1.10802 2.25618
B04/06 125 3.09018 9.12782 3.06807 12.20695 -0.97590 -1.07052 2.25690
B04/07 128 3.22405 9.11284 3.21572 12.33272 -1.00242 -1.04961 2.25396
B05/01 140 0.29373 7.96453 0.12906 8.17593 -0.80734 -0.93612 2.40994
B05/02 143 1.15879 9.28863 0.54979 10.14291 -0.84972 -1.13645 2.28842
B05/03 146 1.85895 9.27036 0.91324 10.65646 -0.84789 -1.14512 2.28513
B05/04 149 2.41137 9.27821 1.21547 11.09163 -0.87824 -1.11183 2.28594
B05/05 152 2.82220 9.29994 1.44713 11.43460 -0.91469 -1.06724 2.28948
B05/06 155 3.09316 9.23283 1.59110 11.57496 -0.94176 -1.06531 2.27669
B05/07 158 3.22829 9.53922 1.71791 12.01232 -0.99303 -0.89924 2.33478
rptCalculationBeams Calculation: 6/23/2021 1:05:40 PM -36-