I have a custom angle section, how is robot determining the shear areas?
according to BS5950, its the longest leg of concerns area*0.9. So im confused how its getting its values. Secondly, why is there an alpha value.
Thanks
Solved! Go to Solution.
Solved by Artur.Kosakowski. Go to Solution.
Ag the units confused me. So its determined the principal axis but again how does it calculate the shear areas for the orientated axis?
By integration of shear stresses.
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1. Apply a shear force in the given direction
2. Check stress distribution in a cross section (stress analysis map)
3. " Slice a profile into straps perpendicular to the direction of shear force and assume values of stress for each of them
4. Sum up such obtained stresses and divide by applied shear force
In general the steel design module calculates shear areas on its own following the selected design code provisions.
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So just to confirm. You determine an average stress for the entire profile. then Force/(average Stress)= Shear Area
Okay thanks, its trickey for angles but the code would just take each leg parallel to the direction and use just that area, however due to alpha angle I guess distributes more stress and creates a greater shear area.
Is Q the first moment of area
It is a shear force
Is G the distortional module - 80 GPa right?
Correct.
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