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Analysis settings that vary depending on the SNI 1726 are explained in detail.
SNI 1726 Options Tab
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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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