Shearwalls
Shearwalls
- Zeynep Aladağ
- Hakan Şahin
Owned by Zeynep Aladağ
Last updated: Nov 23, 2022
Messages at shearwall controls and possible solutions are listed under this heading.
- Insufficient Reinforcement in Shearwall
- Maximum Pursmail Exceeded Shearwall.
- Axial Capacity Insufficient in Shearwall
- Shearwall shear safety is not satistied
- Columns with a dimension ratio greater than 6 should be modeled as walls.
- Shearwall thickness cannot be less than 1/20 of the floor height.
- Shearwall thickness cannot be less than 1/16 of the floor height.
- The shearwall thickness cannot be less than 200 mm.
- The shearwall thickness cannot be less than 250 mm.
- TBDY 7.6.6.2 there are shearwalls that do not meet the strong shearwall requirements
- The shearwall thickness cannot be less than 1/30 of the shearwall length.
- The upper floor shearwall is thicker than the lower floor shearwall
- TBDY 7.11.5 in connection of elements with shearwall. conditions were not met.
- The ratio of the thickness and length in the plan of shearwalls should be at least 6
- In the shearwall group, the size ratio must meet (1/6) condition
- There are shearwall groups that do not meet the capacity ratio.
- Longitudinal rebar less than Ø14 cannot be used in shearwall head reinforcement area.
- Shearwall capacity ratio > 1
- Polygon shearwall capacity ratio > 1
- Shearwalls with coupling beam is not found
- Friction Shear Failure
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