3 in 2011 affecting the seismic load combinations. Concrete frame design and shear wall design using the AS 3600-09/NZS 3101-06 codes have been updated for Amendment No. ETABS is the solution, Whether you are designing A simple 2D frame or Performing A Dynamic Analysis of A High-rise Complex That Utilizes non-linear dampers for inter-story drift control. Solutions to Complex problems such as panel zone Deformations, Diaphragm Shear Stresses, and construction Sequence loading are now at your fingertips. Integrated The model can include moment resisting frames, braced frames, staggered truss systems, frames with reduced beam sections or side plates, rigid and flexible floors, sloped roofs, ramps and parking structures, mezzanine floors, multiple tower buildings and stepped diaphragm systems with complex concrete, composite or steel joist floor framing systems.
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