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From version < 29.1 >
edited by IwonaBudny
on 2018/12/04 15:23
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edited by IwonaBudny
on 2018/12/04 15:24
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167 167  (% style="text-align: justify;" %)
168 -The shear capacity is calculated according to EC2 6.2.2 and 6.2.3 considering applied bending reinforcement when the option //Checking //has been selected. Otherwise, the required bending reinforcement according to ch. 2.2.3.1.1. The design criteria for the shear capacity is:
168 +The shear capacity is calculated according to EC2 6.2.2 and 6.2.3 considering applied bending reinforcement when the option //Checking //has been selected. Otherwise, the required bending reinforcement according to [[this chapter>>doc:||anchor="Checking"]]. The design criteria for the shear capacity is:
169 169  
170 170  (% class="mark" %)VSd < VRd1(%%)
171 171  
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178 178  
179 179  V,,Rd,, is the shear capacity.
180 180  
181 -(% style="text-align: justify;" %)
182 182  
183 183  
184 184  
184 +
185 185  If the section in which the shear force is acting has an angle with respect to the reinforcement directions the shear capacity is calculated as: [[image:1543933343993-360.png||height="31" width="190"]]
186 186  
187 187  == Punching ==
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