Nemetschek SCIA Engineer 2019 version 19.1.2030

[Prohibitive]

x86,x64 | Languages:Multilanguage | File Size: 2.90 GB

SCIA Engineer 19 brings multiple workflow improvements as well as many new functionalities that will help you handle the analysis of multi-storey buildings and other civil engineering structures with minimum effort while simultaneously increasing the overall efficiency of standard day-to-day tasks.

x86,x64 | Languages:Multilanguage | File Size: 2.90 GB

SCIA Engineer 19 brings multiple workflow improvements as well as many new functionalities that will help you handle the analysis of multi-storey buildings and other civil engineering structures with minimum effort while simultaneously increasing the overall efficiency of standard day-to-day tasks.

Features:
-Automatic generation of code-based combinations
-Nonlinear combinations directly derived from linear combinations
-New 3D navigation control
-Simplified buckling settings
-Autodesign in composite design
-Steel fibre reinforced concrete design solution
-SIA 263:1993
-Extended capabilities of punching shear design
-New roundtrip link with Tekla Structures
-Extended Revit link

System Requirements:
OS:Windows 2008/2012 server (x64) / Windows 7/8.1/Windows 10 (x86-x64)
CPU:Min:Intel Core-i3 or AMD Ryzen 3 / Intel Core-i7 or AMD Ryzen 7
RAM:2GB or 16 GB, or more
GPU:256 MB, supporting OpenGL
Free Space:5GB
Display:1280 x 800 (4K Not supported)

Support:
SCIA Engineer 19 is compatible with:Revit 2018, Revit 2019
SCIA Engineer 19 is compatible with:Tekla Structures 2017
SCIA Engineer 19 is compatible with:Etabs 9.2
SCIA Engineer 19 is compatible with:IFC version 2x3
SCIA Engineer 19 is compatible with:SDNF version 2.0 / SDNF version 3.0Whats New:Release notes - SCIA Engineer 19.1 Patch 2
-Aluminium: Fixed issue - in case of CSH-sections in combination with a transverse weld the unreduced area Ae was used in the shear check
-Analysis: Fixed a special use case that resulted in a mistake in the export of hinges to the solver.
-Analysis: hidden direction factors of disabled seismic direction(s) correctly ignored in calculation of seismic accidental eccentricity
-Analysis: Issue with line contacts that was causing crash is fixed and warning is updated.
-Combinations: correct handling of envelope combinations with multiple unsigned seismic load cases in "together" load group
-Combinations: the usage of active coefficient was re-enabled
-Concrete: Adaptation of calculation of deflection for member without reinf and cracked section by 10% of stifness only
-Concrete: Copying of NA was disabled in NA manager
-Concrete: Correction of calculation wmax for NEN NA
-Concrete: Correction of selection for CDD calculation
-Concrete: crash solved when asking for Aswm,prov (in case 'type of zone for corrected shear reinforcement' is set as 'spacing')
-Concrete: Explanation text for general design defaults parameters was improved.
-Concrete: Few strings in Dutch in 2D reinforcement design on plate were shortened to fit on pageor into table cells.
-Concrete: fixed error in calculation of 2D design reinf. in case the minimum concrete cover (cmin,dur) cannot be calculated for the intended service life (newly warning oc-curs instead with setting cmin,dur = 0).
-Concrete: fixed incorrect recalculation of user reinforcement in 2D design for member with rotated LCS which was originaly neglected.
-Concrete: Fixed issue for NBR code where shear reinforcement was designed on 2D members with tensile normal forces (high negative sigma_cp ->VRd was negative). For tensile normal forces is sigma_cp set to 0 MPa.
-Concrete: Fixed issue with CDD calculation in case of the same height of the rib and slab
-Concrete: Fixed issue with crack width calculation.
-Concrete: Fixed issue with no effect of Special geometric control setting on concrete cover (delta_c_dev calculation)
-Concrete: fixed limitation to not calculate the punching design in case of applied point force load on the punching node just for the load cases where this load is present.
-Concrete: In internal forces check the three new values (N_com, delta_M_y_shift, delta_M_z_shoft) are now properly hidden.
-Concrete: make available already calculated results - like Reinforcement design - in Viewer mode.
-Concrete: The issue with shear checks when shear reinforcement zone is not on whole length of member is fixed.
-Concrete: The problem with reinforcement outside of zone Aceff was solved.
-Concrete: To change picture in setting "Neglect normal forces in rib". Value eb is distance between centre of gravity rib cross-section and centre-line of the slab
Cross-section: fixed inactive progress bar after update all action for timber CSS. Added information about successful update.
-EC national annex: Issue with unwanted automatic loading of previously used national annex in project data dialogue is fixed.
-General: fixed remembering national annex settings
-GUI: fixed issue blocking customization of toolbars
-Modelling: Crash during mesh generation is fixed. Now a message explaining the issue appears.
-Modelling: fixed the Activity by storey is available always when at least one storey exists.
-Modelling: Issue with a crash during mesh generation for a very particular case is fixed
-Results: fixed displaying of internal forces on integration member for specific seismic case
-Results: fixed displaying of resultant on 2D member edges/sections to follow-up the selected coordination system (global / LCS-member2D).
-Results: fixed displaying of results on 2D section / edges for the option 'Resultant' respecting the selected coordination system.
-Results: fixed displaying of results on integration member for a class containing only non-linear combinations.
-Results: fixed issue when asking for results in specific sections which belongs to "structural model only".
-Results: fixed settings for displaying the 2D principal plastic strains (duplicate option was removed).
-Solver: Fixed issue - a crash was happening in some rare cases during the calculation.
-Steel connections: welds dialog was hidden in the properties since the ipnut for fu was not used anymore.
-Steel: Fixed dimension lines for bolts and end-plate for steel connections
-Steel: Fixed issue - a very high unity check was displayed for an absent member (expected result UC=0,00).
-Steel: Fixed Issue - a very high unity check was displayed for an absent member (expected result UC=0,00).
-Steel: Wrong classification limits were used in the American AISC360-10 steel code check when using rectangular hollow sections, this has been corrected.

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RapidGator

https://rapidgator.net/file/f6901e6ee936fbfa8579de75ed0a5c11/WaReZ-Pk_SCIA.Engineer.2019.19.1.2030.part1.rar.html
https://rapidgator.net/file/fa5ddfbbebd45b76356ebf788de5aa35/WaReZ-Pk_SCIA.Engineer.2019.19.1.2030.part2.rar.html
https://rapidgator.net/file/564351735b3445e6421697657bcb2e01/WaReZ-Pk_SCIA.Engineer.2019.19.1.2030.part3.rar.html

NitroFlare

https://nitroflare.com/view/EFC2E388F9198B7/WaReZ-Pk_SCIA.Engineer.2019.19.1.2030.part1.rar
https://nitroflare.com/view/8AE4189F444FAF5/WaReZ-Pk_SCIA.Engineer.2019.19.1.2030.part2.rar
https://nitroflare.com/view/7336281FAC5BB58/WaReZ-Pk_SCIA.Engineer.2019.19.1.2030.part3.rar