ASCE/SEI 7-05 (USA International): Minimum Design Loads for Buildings and Other Structures.
Code implemented in CYPECAD.
Implemented in the Portal frame generator as of the 2010.m version.
Update history
CYPECAD
Code implementation ASCE/SEI 7-05 (USA International)
- Published on
- 2011.d
Code implementation. IS 456: 2000 (ACI 318M-08) (India)
- IS 456: 2000 (ACI318M-08) (India): Plain and Reinforced Concrete – Code of Practice.
Implemented in CYPECAD and Metal 3D.
Includes materials, steel bar diameters and load combinations of the code with the design criteria of the ACI 318M-08 (USA) code. The design criteria of the IS 456: 2000 code will be included in upcoming updates of the 2011 version.
- Published on
- 2011.d
Code implementation. CFE 2008 (Mexico)
CFE 2008 (Mexico): Manual de diseño de Obras Civiles. Diseño por sismo. Comisión Federal de Electricidad. México 2008.
Code implemented in CYPECAD and Metal 3D.
- Published on
- 2011.c
Code implementation. R.N.V.99 D.T.R. C 2-4.7 (Algeria)
R.N.V.99 D.T.R. C 2-4.7 (Algeria)
Code implemented in CYPECAD.
Implemented in the Portal Frame Generator as of the 2010.b version.
- Published on
- 2011.c
Code implementation. Ordinance nº 3, 21st July 2004 (Bulgaria)
Ordinance nº 3, 21st July 2004 (Bulgaria).
Basic principles for structural design and their applied actions. Section VI: Wind loads.
Code implemented in CYPECAD.
Implemented in the Portal Frame Generator as of the 2010.m version.
- Published on
- 2011.c
Code implementation. Eurocode 1 (National application document for Belgium)
Eurocode 1 (National application document for Belgium) - prNBN EN 1991-1-4 ANB (2009).
Code implemented in CYPECAD.
Implemented in the Portal Frame Generator as of the 2010.a version.
- Published on
- 2011.c
Code implementation. DIN 18800:2008-11 (Germany)
DIN 18800:2008-11 (Alemania): Deutsches Institut für Normung. Stahlbauten.
Code implemented in CYPECAD and Metal 3D for the following sections:
Rolled and welded steel
- I
- C
- L
- Rectangular hollow section
- Circular hollow section
Cold-formed steel
- C and stiffened C
- L and stiffened L
- Rectangular hollow section
- Circular hollow section
- Published on
- 2011.c
Export to Tekla® Structures
The following elements have been implemented when exporting to Tekla structures:
- Concrete beams and columns of CYPECAD, and concrete bars of Metal 3D and integrated 3D structures of CYPECAD. The elements that are exported have rectangular, circular, T or L sections.
- Special extruded aluminium sections
- Trims at hollow section ends processed by the new Joints V module.
These elements are exported as macros type “Tube-Saddle+Hole” for versions 15.0 SR1 and 16.0 of Tekla Structures.
- Published on
- 2011.a
Edition resources
Two new options have been added to the Edition resources dialogue box:
- Circle
Draws a circle without dimensions by indicating the radius or diameter - Polyline
Draws an open or closed polyline
- Published on
- 2011.a
Object snap tracking
New object snap tracking options have been included in the Object snap selection box (perpendicular, parallel and extension) to be used with DXF and DWG templates.
- Published on
- 2011.a
Plane assigning to the tops of walls
Horizontal or sloped planes defined in the Sloped floor slabs/El. Changes (Column Definition tab > Groups > Sloped floor slabs/ El. Changes) can now be assigned to the tops of walls. This way, the user can assign an elevation change or a slope to the top of a wall even if it does not support a floor slab.
- Published on
- 2011.a
Lateral buckling of the top flange of steel beams
In previous versions, CYPECAD checked the bottom flange of steel beams not supporting floor slabs on that flange along their entire length, such as for example: beams below slabs, isolated beams, beams next to openings, or beams whose top flange projects above the floor slab.
Checking of both webs is activated in the Options for steel beams dialogue box which can be accessed from the Job menu in the Beam Definition tab > Beam options > Steel beam options.
- Published on
- 2011.a
