SNI 1726-2019: Structural Design Requirements for Indonesian Seismic Code
Structural Systems and Building Code Requirements according to Indonesia Seismic Code of the SNI 1726 with ideCAD
Analysis settings that vary depending on the SNI 1726 are explained in detail.
SNI 1726 Options Tab
Specifications |
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Structural system type The type of structural system for X and Y direction is selected in accordance with the design of the building. |
Response modification coefficient It is the response modification coefficient value. This row is automatically refreshed when the structural system type is chosen. |
Overstrength factor It is the strength excess coefficient value. This row is automatically refreshed when the structural system type is chosen. |
Deflection amplification factor It is the deflection amplification factor value. This row is automatically refreshed when the structural system type is chosen. |
Redundancy factor It is the redundancy factor value. This row is automatically refreshed when the structural system type is chosen. |
ELF Ct parameter It is the ELF Ct parameter. This row is automatically refreshed when the structural system type is chosen. |
ELF x parameter It is the ELF x parameter. This row is automatically refreshed when the structural system type is chosen. |
Accidental eccentricity ratio The eccentricity ratio to be used during the analysis is given as a percentage. |
Use custom vertical seismic load factor If checked, the custom vertical seismic load factor which entered in "factor to use (instead of 0.2 SDS)" line is used. |
Structural system If the building block consists of only concrete elements, Concrete; if it consists of only steel elements, Steel; Steel + Concrete option is selected if it consists of concrete and steel elements. |
Building Risk Category Building risk category value is selected from the list according to the purpose of use of the building. |
Story drift check Allowable story drift value is entered. |
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