Design a sliding gate wing type of beams (w8*40) which have an elastic section modulus equal to 582 cm³. If the height of gate 5m, span 3.5m and fs=10000 T/m²?

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Chapter10: Plate Girders
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Design a sliding gate wing type of beams (w8*40) which have an elastic section modulus
equal to 582 cm³. If the height of gate 5m, span 3.5m and fs=10000 T/m²?
Transcribed Image Text:Design a sliding gate wing type of beams (w8*40) which have an elastic section modulus equal to 582 cm³. If the height of gate 5m, span 3.5m and fs=10000 T/m²?
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