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What Is Integrated Design for AEC
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Integrated Structural Engineering
Error Solution Guide
Application Limits and R Coefficient Controls
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Shearwall should be used for A12.
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Shearwall should be used for A13.
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Shearwall should be used for A14.
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Shearwall should be used for A15.
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Shearwall should be used for A21.
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Shearwall should be used for A22.
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Shearwall should be used for A23.
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A24 is selected. Shearwalls should be used.
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There are shearwalls. A11 cannot be selected
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Shearwalls with coupling beam is not found for A12
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Shearwalls with coupling beam is not found for A14
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A31 can be used in buildings with DTS = 3 or 4
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A31 can be used in buildings with DTS = 3 or 4.
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The condition ∑Mdev / M0> = 0.75 at mixed ductility level could not be met.
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For DTS = 3, Mdev / Mo> = 0.75 must be provided.
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For DTS = 4, Mdev / Mo> = 0.75 must be provided.
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For DTS = 1, Mdev> = 0.75Mo must be provided.
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For DTS = 1a, Mdev> = 0.75Mo must be provided.
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For DTS = 2, Mdev> = 0.75Mo must be provided.
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For DTS = 2a, Mdev> = 0.75Mo must be provided.
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For DTS = 3a, Mdev> = 0.75Mo must be provided.
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For DTS = 4a, Mdev> = 0.75Mo must be provided.
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For A33 ∑Mdev / Mo> = 0.75.
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For A32 ∑Mdev / Mo> = 0.75.
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It cannot be used with high ductility level.
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Systems with limited ductility level cannot be used for DTS 1a
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Systems with limited ductility level cannot be used for DTS 2a
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Systems with limited ductility level cannot be used for DTS 3a
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Systems with limited ductility level cannot be used for DTS 4a
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Systems with limited ductility level cannot be used for DTS 1a, 2a, 3a, 4a
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For A11, (BYS)> = 3 condition is not met.
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For A12, (BYS)> = 2 condition is not met.
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For A13, (BYS)> = 2 condition is not met
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For A14, the (BYS)> = 2 condition is not met.
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For A15, the (BYS)> = 2 condition is not met.
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For A21, (BYS)> = 4 condition is not met
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For A22 (BYS)> = 4 condition is not met.
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For A23, (BYS)> = 6 condition is not met.
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For A24, (BYS)> = 6 condition is not met.
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For A31 (BYS)> = 7 condition is not met.
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For A32, (BYS)> = 6 condition is not met.
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For A33, (BYS)> = 6 condition is not met.
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Beamless (mushroom) floor systems should contain shear walls.
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Beamless floor systems should be analyzed with a semi-rigid diaphragm.
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Analyze by choosing the "semi-rigid diaphragm" modeling.
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Select "Use seismic combinations for slab design".
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Bond beam (Hollow) curtain adherence degree is not provided.
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Rigid basement condition is not provided.
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∑Mdev / Mo <0.75 could not be achieved. Solve again with R = 6
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∑Mdev / Mo <0.75 could not be achieved. Solve again with R = 7.
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0.40 <∑Mdev / Mo could not be achieved. DMS> = 3 could not be achieved.
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Instead of R (4/5) R should be taken.
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R = R should be taken.
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Could not provide >Mdev> = Mo / 6 for curtains.
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Could not provide ∑Mdev> = Mo / 3 for curtains.
Displacement and Irregularity Controls
Earthquake Loads Affecting the Structure
Material and Section Controls
Slabs
Beams
Columns
Shearwalls
Strip Footings
Raft Foundations
Single Footings
Steel Purlins, Steel Ties and, Secondary Steel Beams
Steel Braces and Steel Trusses
Steel Connections.
Analysis Controls
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Details and Layout Design
Troubleshoot
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Architecture & Structural Engineering
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Application Limits and R Coefficient Controls
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Beamless floor systems should be analyzed with a semi-rigid diaphragm.
Summarize
Beamless floor systems should be analyzed with a semi-rigid diaphragm.
Hakan Şahin
Zeynep Aladağ
Owned by
Hakan Şahin
Last updated:
Mar 22, 2024
by
Zeynep Aladağ
1 min read
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