Вийшов перший hotfix, що нововго?
As a result of detailed information from customers, the following were identified and fixed:
Analysis
Corrected design spectrum definition for seismic analysis according to Portuguese NP EN 1998-1:2010/A1 2013 design code.
Corrected calculations of Time History analysis for a model with elastic supports concerning Hilber-Hughes-Taylor and Newmark-acceleration methods.
Corrected zero base shear value for Spectral Analysis Seismic load cases when automatic base shear calculated with disregard density and load to mass conversion was set for specific modal analysis case.
General issues
Corrected program instability when printout composition containing tables was exported to MS Word document.
Corrected translations of descriptions in the steel design and seismic analysis dialogues.
Steel design
Increased to 180 yield limit for the web of doubly symmetric I-section in bending for NZ_3404 specification.
Corrected wrong reduction for steel capacity depending on section thickness for Japanese AIJ-05 steel design code.
Improved verification for deflections of variable actions in SLS combination.
Timber design
Corrected load duration factor CD for load combinations with response spectrum seismic case according to Tab.2.3.2 of ANSI/AWC NDS-2012 ASD code.
