<
From version < 8.1 >
edited by FredrikLagerstrom
on 2019/07/02 18:59
To version < 9.1 >
edited by FredrikLagerstrom
on 2019/07/02 19:00
>
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Content
... ... @@ -19,17 +19,17 @@
19 19  where:
20 20  
21 21  
22 -f,,ct,, is the value of the tensile strength of the concrete from the current load combination (see above)
22 +f,,ct,, Value of the tensile strength of the concrete from the current load combination (see above)
23 23  
24 -P,,0,, is the initial prestressing force just after release in the considered web
24 +P,,0,, Initial prestressing force just after release in the considered web
25 25  
26 -b,,w,, is the thickness of the individual web
26 +b,,w,, Thickness of the individual web
27 27  
28 -e,,0,, is the eccentricity of the prestressing steel
28 +e,,0,, Eccentricity of the prestressing steel
29 29  
30 -l,,pt1,, is the lower design value of the transmission length
30 +l,,pt1,, Lower design value of the transmission length
31 31  
32 -k is the core radius equal to the ratio of the section modulus of the bottom fibre and the net area of the cross section (W,,b,,/A,,c,,)
32 +k Core radius equal to the ratio of the section modulus of the bottom fibre and the net area of the cross section (W,,b,,/A,,c,,)
33 33  
34 34  
35 35  
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PRE-Stress Documentation