Shear
The parameters in the Shear group control the calculation of shear reinforcement.
1D structures - beams
Shear coefficients
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Max. value fy and tyt for shear |
Art. 11.5.2 Default value = 60000 |
2D structures
Control of the shear proof method after art. 11.3
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Use the simplified methodafter 11.3.1 |
The simplified method after §11.3.1, including the condition Vc = 0 (§11.3.1.3) for overtensioned cross-sections is applied.
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Use the more detailed method after 11.3.2 |
This is the default option for shells and plates. |
Special minimum shear reinforcement control after 11.5.6.1
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No special shear reinforcement is provided (art. 11.5.6.1) |
This is the default option. No minimum shear reinforcement is provided for (standard provision §11.5.6.1)
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Special minimum shear reinforcement control after art. 11.5.6.1 |
Minimum shear reinforcement is provided for (§11.5.6.3, provision in the sense of R11.5.6.1) |
Shear effect control
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No effect of shear force on the longitudinal reinforcement |
This is the default option. The effect of shear force on the longitudinal reinforcement is not considered (ACI 318M-05 standard)
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Effect of shear force upon longitudinal reinforcement is considered after EC2, art. 4.3.2.4.4 (5) |
The effect of shear force on the longitudinal reinforcement is considered according to EC2, §4.3.2.4.4(5) This represents a nonstandard procedure! |