The creep coefficient varies from a minimum value of _______

The phenomena of reduction of stress in steel at a constant strain are known as ________

The differential shrinkage between the interior and surface of large members result in _______

The loss of change of temperature is between ________

The reduction of loss due to overstressing does not appear to be beneficial for ________

The concrete members which are prestressed by providing the tensioned tendons are termed as ________

The loss of stress in steel due to elastic shortening or deformation is ________

The loss of stress due to creep of concrete can be estimated by _______