Test assembly with 100 lb vertical (y), 50 lb in z and 50 lb in x each on two pads. This force will only happen when sliding the box in place. Deformation max of 2.6 mm. When sliding force is 0 then would expect deformation similar to the case above with a 200 lb force on the angle bracket so not running the vertical case. Max stress for this example load is not an issue. Seems to max at about 2500 psi in the points of consequence. 11/13/2010 mechanics/west pole tip/WEST_POLETIP_ASM-1_2008.SLDASM mechanics/cave/HFT_wide_angle_hall_top v2.SLDASM configuration: stepped cam and bulkhead cam display: hide bbc 11/17/2010To work on the box supports used: BxFit.SLDASM see image below Note still having rebuild problem with BxS.SLDASM even after having fixed it. Now to develop the box with circular rails will work in BxPx.SLDASM 11/22/2010 shaft_LB_MC59585K54.SLDASM ¾ inch SS shaft with aluminum support from MC 690 mm projection 20 lb load vertical and horizontal Mostly vertical 1.7 mm With lighter setup, 16 mm al rod and 20 lb in the two different directions give 8.5 mm displacement. OK see some masses.xls this puts the rail load at 13.2 lb So scaling the two 20 s at 90 deg. Gives 4 mm displacement 11/28/2010 Finally found the linkage problem with dove tail sector cylinder.SLDPRT
Test assembly with 100 lb vertical (y), 50 lb in z and 50 lb in x each on two pads. This force will only happen when sliding the box in place. Deformation max of 2.6 mm. When sliding force is 0 then would expect deformation similar to the case above with a 200 lb force on the angle bracket so not running the vertical case. Max stress for this example load is not an issue. Seems to max at about 2500 psi in the points of consequence. 11/13/2010 mechanics/west pole tip/WEST_POLETIP_ASM-1_2008.SLDASM mechanics/cave/HFT_wide_angle_hall_top v2.SLDASM configuration: stepped cam and bulkhead cam display: hide bbc 11/17/2010To work on the box supports used: BxFit.SLDASM see image below Note still having rebuild problem with BxS.SLDASM even after having fixed it. Now to develop the box with circular rails will work in BxPx.SLDASM 11/22/2010 shaft_LB_MC59585K54.SLDASM ¾ inch SS shaft with aluminum support from MC 690 mm projection 20 lb load vertical and horizontal Mostly vertical 1.7 mm With lighter setup, 16 mm al rod and 20 lb in the two different directions give 8.5 mm displacement. OK see some masses.xls this puts the rail load at 13.2 lb So scaling the two 20 s at 90 deg. Gives 4 mm displacement 11/28/2010 Finally found the linkage problem with dove tail sector cylinder.SLDPRT
Pixel%20designs%20History%20Log%20rev1.docx