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From version < 27.1 >
edited by IwonaBudny
on 2018/12/04 15:22
To version < 28.1 >
edited by IwonaBudny
on 2018/12/04 15:23
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163 163  
164 164  == Shear capacity ==
165 165  
166 +
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:
169 +
170 +(% class="mark" %)VSd < VRd1(%%)
171 +
172 +
173 +where:
174 +
175 +V,,Sd,, is the design shear force;
176 +
177 +V,,Sd ,,= Q, which is calculated as [[image:1543933319172-750.png||height="30" width="121"]]
178 +
179 +V,,Rd,, is the shear capacity.
180 +
181 +(% style="text-align: justify;" %)
182 +
183 +
184 +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"]]
185 +
166 166  == Punching ==
167 167  
168 168  == Serviceability limit state ==
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