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Civil Engineers


munkee

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Ok this is a long shot. In a I-section beam, how do you calculate the shear stress in the flange. I know the formula and i can calculate the maximum and minimum for the web. I also know how the stress distribution looks on the web ( parabolic with max at neutral axis) and the flange ( triangular distribution i beleive? ). I could ask a lecturer but its doing my f**kin head in and i want to get this question done.

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