Ratio of long-term relaxation to 1 000 h relaxation

As Table 4.6 of BS 8110-1:1985

Limits to cot 6 in the variable strut inclination method

For all beams (with constant or curtailed reinforcement) 0.67 < cot 6 < 1.5

eqn 4.42

Limits to cot 6 in torsion calculation

0.67 < cot 6 < 1.5

eqn 4.57


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