<
From version < 22.2 >
edited by IwonaBudny
on 2018/12/04 15:14
To version < 22.3 >
edited by IwonaBudny
on 2018/12/04 15:14
>
Change comment: There is no comment for this version

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151 151  
152 152  η = 1,0 - (f,,ck ,,- 50)/200 for 50 < f,,ck,, ≤ 90 MPa
153 153  
154 -(% style="margin-top:.25pt; margin:0cm 0cm 0.0001pt" %)
154 +(((
155 155  
156 156  
157 +(% style="text-align: justify;" %)
158 +If the current moment is larger than the moment representing balanced design, compression reinforcement will be provided if allowed by the user otherwise an error message will be displayed. If the spacing regulations for the reinforcement are exceeded before adequate moment capacity can be reached a warning mes- sage will be displayed.
159 +)))
160 +
161 +(% style="text-align: justify;" %)
162 +Note, that the required bending reinforcement is at design level primary not affected of the presence of user defined reinforcement. However, when user defined applied reinforcement is selected the stiffness will be effected, which in most cases will influence the moment distribution and thus secondary the required bending reinforcement.
163 +
157 157  == Shear capacity ==
158 158  
159 159  == Punching ==
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