describe the behaviour of pre and post-tensioned, Civil Engineering

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describe the behaviour of pre and post-tensioned

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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