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Describe the behaviour of pre and post-tensioned members
The behaviour of pre and post-tensioned members under imposed loads may be different, especially when the cracking patterns of these members are analysed. Cracks are few and far in-between but of a larger length and width in the case of unbonded post-tensioned concrete members.
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Can anyone help me in finding the formula for submerged and unsubmerged flow in culverts?
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