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Hand-in-Hand Teaching Guide to key in Uniform Order Of Support 2011

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Uniform Order Of Support 2011 Demand Assistance

hello my name is Tim Roberts.I'm a certified SolidWorks Application.Engineer would go engineer in this go.engineer quick tips video I'm going to.be discussing how to create non-uniform.distributed loads for beams something we.couldn't do before.in 2011 we can in a static study we can.go in and define a beam and I've set up.my joints here and set up my restraints.each end of the beam is a a joint that's.fixed right now and we've applied alloy.steel to that I want to show you the cut.right to the loads when we apply a force.and to a beam we can apply two vertices.points joints or in our case the entire.beam I'm going to select the entire beam.and we need a direction for the load.I'll pick one of our principle planes.here in the top plane and let's say we.wanted a load of 500 pounds we need to.select a direction for force.I'll go normal to that plane plug in my.500 pound number and that is how to.create a force now to get you.non-uniform distribution you can edit.that force and we have a new checkbox.now called non-uniform distribution.you'll recall this is the same as as in.our normal loads for shells or solid.elements and we can go in and pick load.distributions now these are sort of.predefined we've got some profiles here.we can select increase the size there.you can see that we've got kind of a.triangular profile but we can go in and.select an elliptical our parabolic.profiles also and this is a nice option.we can change it to a center load.distribution and with the same profiles.now if you happen to.not be able to use any of these.predefined profiles you can also go in.and select table driven load in which.you just specify the load as a.percentage of the beam element you can.define those points and say them out to.a file you can load from a file if you.have a CSV or a txt file you can bring.those in and this makes for a very nice.option now for beams let's see let's.make sure that we go back to our center.driven load and let's just run our.analysis and we'll see so some results.and you can see that with our parabolic.profile we've kind of kind of a.distribution which we would expect a.parabolic varying displacement in axial.bending stress the highest in the middle.this has been Tim Roberts with a winner.I hope you enjoyed this quick tips video.check out our other tips at on using.SolidWorks thank you.

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