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

02/17

Correction

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

01/17

Internal

Technical adjustment

02/16

Internal

Technical adjustment

01/16

Addition

Improved graphical representation for high-resolution displays.

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!).

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.

01/14A

Addition

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

01/14

Export

Correction for the external call of program ST14.

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

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

01/12

Design according to EN 1993

01/11C

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

01/11B

Correction ASCII Import

01/11

Internal modifications

02/10B

Input

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