Design Settings > Design Checks
Warnings used as guidance during the design of a structure to IS seismic provisions are in effect by default. These can be de-activated as found useful from this page.
Design Checks (IS Head code only)
Setting | Description |
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Concrete Seismic Warnings |
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Requirement of seismic provisions of non-SFRS members |
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Structure in seismic zone II - Clause 1.1.1 | See IS 13920 2016 Clause 1.1.1 |
Specified concrete grade is too low - Clause 5.2 |
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Specified longitudinal reinforcement grade too high - Clause 5.3.1 (b) |
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Column at the end of the beam is not in the same seismic frame |
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Beam at the end of the column is not in the same seismic frame |
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Beam axial stress is too high - consider as compression member - Clause 6.1 | See Clause 6.1 |
Beam support region size is too small - Clause 6.1.1, 6.1.2 |
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Beam effective width at support is too large/not calculated - Clause 6.1.4 |
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Beam depth is too high - Clause 6.1.4 | See Clause 6.1.4 |
Column axial stress limit - consider as flexural member - Clause 7.1 | See Clause 7.1 |
Column cross sectional dimension is too small - Clause 7.1.1, 7.1.2 | See Clauses 7.1.1, 7.1.2 |
Column width is too small in Beam-Column joint- Clause 9.1.3 | See Clause 9.1.3 |
Wall thickness is too small - Clause 10.1.2, 10.1.3 | See Clause 10.1.2 |
Wall width is too small in Wall-Beam joint- Clause 9.1.3 | See Clause 9.1.3 |
Concrete seismic checks | |
Wall minimum horizontal reinforcement - Clause 10.1.6 Table 1 Wall maximum allowed horizontal bar diameter - Clause 10.1.8 Wall minimum vertical reinforcement - Clause 10.1.6 Table 1 Wall maximum allowed vertical bar diameter - Clause 10.1.8 |
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Steel Static Warnings | |
Shear buckling is too high - Clause 8.4.2.1 |
See Clause 8.4.2.1 |