Третий сервис пак для 2014

Вышел третий сервис пак для Robot 2014:

• для версии х64 качаем тут
• для версии х32 качаем тут

Список изменений:

General

1. Incorrect calculation moment of inertia IY for the SFB special sections has been fixed.
2. Incorrect display of load case numbers after opening of damaged *.RTD files has been fixed.
3. Incorrect values for gamma angles for bars after opening of damaged *.RTD files has been fixed.
4. Error while inserting the library structures in an Italian version of the program has been removed.
5. Problem with opening the library structures or *.STR files in RSA 2014 for Win XP has been removed.
6. Incorrect torsion properties Wx and Ix of the SAISC section database have been corrected.

Model Definition

1. Problem with overlapping timber beams sections has been resolved.
2. Verification of isolated nodes before model generation has been restored.

Analysis and Results

1. Wrong value for base shear for the simplified seismic analysis during calculation according to NBCC 2010 has been corrected.
2. Display of combinations for the entire structure by treating specific phases as zero values for the elements not available in all phases has been enabled.

Steel Connections Design

1. Wrong values for Wpl plastic modulus in the calculation of EC3 have been corrected.

Steel Members Design

1. Incorrect verification of T sections according to AS4100 code has been fixed.
2. Problem with the buckling parameters during manual verification has been corrected (observed in AIJ-ASD 05, BSK99, BS 5950:200, GB50017-2003, NS 3472:2001, SNIP II-23-81, STAS 10108/0-78)

R/C Members Design

1. Incorrect slenderness ratio of columns in fire conditions during calculation according to Eurocode 2 has been fixed.
2. Incorrect types of reinforcement bars in the BBK04 reinforcement database have been fixed.
3. Crash errors or hanging the program during the calculation of beams when 'Display diagrams for all combinations' option was selected has been eliminated.
4. Generation of main reinforcement when capacity of assembly reinforcement was included has been corrected.
5. Incorrect value for shear force in the middle of a column has been corrected.
6. Incorrect steel parameters taken into account during the calculation of columns reinforcement according to SNiP 52-01-2003 code have been fixed.
7. Wrong display of results for block foundation after calculations according to BAEL 91 code has been fixed.
8. Required reinforcement calculation for slabs using the Wood&Amer method according to PN-B 03264 (2002) code has been fixed.
9. Calculation of crack width for slab according to SNiP 52-01-2003 code has been corrected.
10. Duration of the calculation of reinforcement for slabs has been reduced.
11. Incorrect automatic reinforcement direction taken into account during presentation and design for slab according to SNiP 52-01-2003 code has been corrected.