ST10 | Bolted Beam-to-Column Connection | Update Information
Eta of the constructional weld on the tension chord is no longer part of the component method.
Improved graphical representation for high-resolution displays.
Preset design standard can be defined in the project properties.
Output stiffness / classification: Comment to limitation of Nd <5% Npld from the girder when M + N interaction is enabled.
Extended components method: For bolted joints support reaction can be set for decisive design results (no seperate check; Lb <= Lb * Table 6.2!).
Output detail in the summary to the maximum utilization of shear resistance from K-joint with tension plate.
Design check of plates in bearing for connection bolt face plate to chord from K-joint with tension plate.
Additinal output for support reactions in equivalent T-stub components.
Correction for the external call of program ST14.
Enhancements: Weld thickness at the flange of the top plate in the K-joint (previously assumed to be constructive thickness)
Correction of material values when changing from EN to DIN18800
Fixed: crash due to invalid bolt geometry during design according to EN 1993
Correction of the effective cross-sectional area of tension plate according to EN 1993
Design according to EN 1993
Correction in the design of corner plates in the general method of Schineis
Correction ASCII Import
Improved geometry check: an invalid design of the bolts for reverse moment caused calculation abort for any internal forces.