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ST10 | Bolted Beam-to-Column Connection | Update Information


Version 02/17


Correction

Eta of the constructional weld on the tension chord is no longer part of the component method.


Version 01/17


Internal

Technical adjustment


Version 02/16


Internal

Technical adjustment


Version 01/16


Addition

Improved graphical representation for high-resolution displays.


Version 01/15


Addtion

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!).


Version 01/14B


Correction

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.


Version 01/14A


Addition

Additinal output for support reactions in equivalent T-stub components.


Version 01/14


Export

Correction for the external call of program ST14.


Version 03/13


Input

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


Version 01/13


Design

Fixed: crash due to invalid bolt geometry during design according to EN 1993

Output

Correction of the effective cross-sectional area of tension plate according to EN 1993


Version 01/12


Design according to EN 1993


Version 01/11C


Correction in the design of corner plates in the general method of Schineis


Version 01/11B


Correction ASCII Import


Version 01/11


Internal modifications


Version 02/10B


Input

Improved geometry check: an invalid design of the bolts for reverse moment caused calculation abort for any internal forces.

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