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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.
find the equation of the line with slope 4 and passing through the point of intersection of the line x+6y-4=0 ad 3x-4y+2=10
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list some applications of quadratic equation in civil engineering
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assignment on comparative scale
unit of kinematic viscosity
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