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Old 06-11-2003 | 04:21 PM
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JimTrainor
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Default I beams as shear webs

The stress in the web has one component due to the shear load, and another due to the bending load. These are perpendicular, so the resultant stress is at an angle.

If one purchases carbon fiber "shear webbing" the fibers are oriented at 45 degrees.

Which does lends credence to the two ply approach.