1-How can the design of tension and compression in steel be optimized? 2-Does the behaviour and capacity...
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2-Does the behaviour and capacity of class 1 and class 3 section differ under compression (steel)?
3-Why is UKA considered suitable for tension, while hollow section good for compression(steel)?
4-Why is section classification carried out on steel design?
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ISBN: 978-0136126638
13th Edition
Authors: Charles T. Horngren, Srikant M.Dater, George Foster, Madhav
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