GRAIN BIN - Westeel

UPRIGHT LOADS - COMMERCIAL GRAIN BINMETRICnon factored loads in kN (KiloNewtons) per uprightBin Model 9009 9010 9011 9012 9013 9014 9015 9016 9017 9018 9019 9020 9021 9022 9023Vertical dead load 6.7 7.5 8.1 8.9 9.7 10.8 11.7 13.0 13.9 15.1 16.2 17.7 18.7 20.3 21.5Vertical grain load 160.1 188.1 218.2 250.1 284.0 319.6 356.9 396.0 436.7 479.0 522.8 568.2 615.0 663.2 712.8Vertical snow and peak load 24.1 24.1 24.1 24.1 24.1 24.1 24.1 24.1 24.1 24.1 24.1 24.1 24.1 24.1 24.1Vertical wind load 6.0 6.9 7.8 8.8 9.9 11.1 12.3 13.6 15.0 16.5 18.0 19.5 21.1 22.9 24.7Net vertical uplift load -0.8 -0.6 -0.3 -0.1 0.2 0.3 0.6 0.7 1.1 1.3 1.8 1.8 2.4 2.6 3.1Horizontal Base shear 10.4 11.2 12.0 12.9 13.7 14.6 15.4 16.3 17.1 18.0 18.8 19.7 20.6 21.4 22.3Anchor bolts per base assy 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2Bin Model 10509 10510 10511 10512 10513 10514 10515 10516 10517 10518 10519 10520 10521 10522 10523Vertical dead load 8.1 8.9 9.8 10.8 11.8 12.9 14.2 15.3 16.7 17.9 19.6 21.1 22.7 24.2 26.0Vertical grain load 172.6 202.2 233.7 267.3 302.9 340.3 379.6 420.7 463.5 508.1 554.4 602.3 651.7 702.7 755.3Vertical snow and peak load 27.7 27.7 27.7 27.7 27.7 27.7 27.7 27.7 27.7 27.7 27.7 27.7 27.7 27.7 27.7Vertical wind load 5.6 6.4 7.2 8.1 9.0 10.0 11.0 12.2 13.3 14.6 15.8 17.1 18.5 20.0 21.5Net vertical uplift load -2.5 -2.5 -2.7 -2.8 -2.8 -2.9 -3.2 -3.2 -3.4 -3.4 -3.8 -3.9 -4.2 -4.2 -4.5Horizontal Base shear 10.5 11.3 12.1 12.9 13.7 14.5 15.4 16.2 17.0 17.8 18.6 19.5 20.3 21.1 22.0Anchor bolts per base assy 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2Design Notes:Above loads for Westeel Series 54-105 are based onMaximum peak load of 44.5 kN evenly distributed on roof capSnow load of 1.15 kPaDesign gusted wind velocity of 42.0 meters / secondBulk density of 881 kg/m3 [55 lbs/ft3]The above loads do not consider any seismic acceleration to the loads. In areas where seismic is a concern orparameters exceed the above stated parameters, contact Westeel Engineering.Page 17