In a beam with rectangular cross sectional

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Unformatted text preview: b VQ ²་  However, we can apply ⌧ = to calculate the horizontal shear stresses ⌧xz Ib within the flange secYon since these stresses are reasonably constant across the width of the flange secYon. 3/6/13 M. Mello/Georgia Tech Aerospace 39...
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This note was uploaded on 09/19/2013 for the course CEE 3001 taught by Professor Zhu during the Spring '09 term at Georgia Institute of Technology.

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