Etabs 9.7.2 full




Description:

Concrete Frame Design
•ACI, UBC, British, Canadian, New Zealand, Italian, Indian, Mexican and Euro Codes
•Design for static and dynamic loads
•Grouping for design envelopes
•Automatic or user defined loading combinations and design groups
•Automatic calculations of live load reduction factors
•Design for biaxial-moment/axial-load interaction & shear
•Automatic calculation of moment magnification factors
•Magnification override option with the evaluation of P-delta effects
•Integrated section designer for complex concrete sections
•Interactive options for design and review
•Design for effects of rorsion
•Virtual work based optimization for lateral deflection control

Shear Wall Design[/b]
•Calculates reinforcing requirements for overturning & shear
•American, Canadian, British and Indian codes
•Reinforcing requirements for 2D planar walls
•Reinforcing requirements for 3D elevator core with openings
•Reinforcing requirements for curved shear walls
•Reinforcing requirements for spandrels & link beams
•Design includes torsional effects
•User controlled interactive design and review
•Accurate capture of shear lag
•Automatic Integration of forces for piers and spandrels
•2D wall pier design
•2D wall spandrel design
•3D wall pier check for provided reinforcement

Steel Frame Design
•Automatic member sizing – No preliminary design required
•Virtual work based optimization for lateral deflections
•Grouping of members for member sizing
•AISC-ASD & LRFD, UBC, British, Canadian, Italian, Indian and Euro Codes
•Design for static and dynamic loads
•Code dependent or user defined loading combinations
•Automatic calculations of live load reduction factors
•Automatic calculation of K-f\actors and P-delta effects
•Integrated section designer for composite & built-up sections
•Interactive options for design and review
•Design for Effects of Torsion

Composite Beam Design
•Recognizes similar nature of typical floors
•Orthogonal and skewed deck systems
•Composite design for transfer girders
•Design of cantilevers and their backspans
•Automatic member Sizing – No preliminary design required
•Optimization for minimum weight or price
•Camber and stud requirements
•User specified stud distribution
•Wet and dry loading combinations
•Code dependent or user defined loading combinations
•Automatic calculations of live load reduction factors
•User controlled deflection criteria
•Virtual work based automatic drift control for steelfFrames
•Grouping of members for member sizing
•American, Canadian, British and Indian codes
•Design for static and dynamic loads
•Integrated section designer for composite & built-up sections

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