# Column Shear Design Report

Shear safety report of the columns is given as a subtitle in the column report. In column shear safety control, V _{e} design shear strength is **controlled** according to the upper condition limits given in **TS500** and **TBDY** and also by taking the upper limit of V _{r} shear calculated from the transverse reinforcement .

Check if

**Equation 7.3**is fulfilled.M

_{ü}and M_{a are}calculated at the upper and lower joints of the column depending on whether it is provided or not.V

_{e}= (M_{a}+ M_{ü}) / l_{n}calculate the value of Ve. It is given in the And column in the report.V

_{r is}calculated using the available transverse reinforcement . It is given in the V_{r}column in the report .Redundancy with vertical loads Resistance Coefficient of shear forces calculated from the sum of the earthquake was enhanced by D,

**Eq. If**V_{e}calculated by**(7.5)**is less than V_{e}, this shear force will be used instead of V_{e}. The upper bound value for ve is given in column V in the report.It is checked whether the value of V

_{e}is greater than the upper limit values. If it is large, it means that column cutting security is not provided.

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