Question: Given a WW 1 4 5 3 , with a reaction of 3 1 . 2 kips, and is supported by a W 1 6

Given a WW 1453, with a reaction of 31.2 kips, and is supported by a W16x57, at a distance of 10 inches from the end. Calculate the web crippling in the W16x57. Based on your calculations are web stiffeners required, if so what plate thickness is required?
Given a WW 1 4 5 3 , with a reaction of 3 1 . 2

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