Configuration(s): Half floor: entry Configuration(s): Half floor: entry
Approval in accordance with:
Approval used for analyses of lateral force and bond. You can see the selected approval in the title bars of the dialog boxes for analyzing lateral force and bond.
DIN 1045-1:2001-07 (for example, Filigran lattice girders of the types E and EQ)
DIN 1045-1:2008-08 (for example, Filigran lattice girders of the types KT and KTS)
DIN EN 1992-1-1:2011-01
Type of shear data input:
None: you cannot select the shear program (this option is included to maintain compatibility with the AIA configuration).
Manual: manual selection of shear girder type and number.
Calculate: lateral forces and shear girders are calculated by the program.
Min. number of shear girders/side:
Number: the minimum number used in any case.
-1: one shear girder less than the number of lattice girders.
-2: one shear girder more than the number of lattice girders.
Max. number of shear girders/side:
Maximum number of shear girders on each panel side.
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