Is there a fast way to find shear at critical section for bridge problems? - Structural - Engineer Boards Jump to content
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Is there a fast way to find shear at critical section for bridge problems?


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Caltrans has the max shear/moment charts for simple spans but for problems that ask for shear at the critical section it takes a good amount of time to back into truck load and lane loads at the critical distance...

Does anyone know of any charts or faster procedures to find shear at the critical section?

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