SAP2000 v16. Fax Response

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1 s ( ): Windows XP/Vista/Win 7/Win 8 v16 BASIC PLUS ADVANCED ULTIMATE Perform 3D (v5) OAPI Static and Dynamic Response Spectrum Analysis for Frame and Shell Elements, along with Steel and Concrete Frame design according to Eurocodes (EC2, EC3) and International codes. Capacity: 1500 Nodes Offers all the same features as the Standard version + Dynamic Time History Analysis, Plane, Solid and Asolid Elements, Aluminum Design and Bridge Analysis. Expands the PLUS options with Static Nonlinear Analysis, Large Deformation, Frame Hinges, Pushover, Staged construction without time dependence, Links - MultiLinear Elastic, Gap, Hook, Damper, Plastic, Plastic Takeda, Rubber and Friction Isolators, Nonlinear Modal Time History (FNA), Linear Buckling. Linear and Nonlinear Direct Integration Time History, Power Spectral Density Analysis with Frequency dependent properties, Steady State with Frequency dependent properties. Wave load generator, API Punching Shear checks, Fatigue checks. Capacity: No limit Expands the ADVANCED options with Staged construction and Offshore. Sequencing allowing Adding or Removing members, loads, supports, Time dependent concrete age effects (FIP-CEB), creep and shrinkage, prestressing steel relaxation, effects using tendon elements PERFORM-3D provides users with a sophisticated earthquake engineering tool for static pushover analyses and nonlinear dynamic response history analysis. OPEN APPLICATION PROGRAMMING INTERFACE - is available for all versions. 1750,- 4200,- 6700,- 9900,- 5000,- Free Support 350,- 840,- 1340,- 1980,- 2500,

2 s ( ): Windows XP/Vista/Win 7/Win 8 Advanced w/rating Advanced Plus w/rating Plus CSIBRIDGE 2013 Same as Advanced also includes Bridge Rating feature ,- Nonlinear static cases except for single stage with T/C limited frames and P- delta Nonlinear history cases Direct Integration history cases Wave loading cases Staged constructions cases except single stage, non timedependent, not starting from a previous case 13500,- Same as Plus also includes Bridge Rating feature ,- Same features as Plus with Bridge Module 7500,- Support 3340,- 2700,- 2180,- 1500,-

3 s: ( ): 2013 Finite Element Analysis and Design of Reinforced Concrete, Masonry and Steel High-Rise Buildings. Buildings with Moment Resisting Frames, Braced Frames, Shear Wall Systems, Sloped Roofs, Ramps and Parking Structures, Multiple Tower Buildings, or Stepped Diaphragm Systems with Concrete Floors, Composite Steel Decks or Steel Joist Floor Framing Systems. Plus Nonlinear Ultimate Static and Dynamic Response Spectrum Analysis for Column, Beam, Bracing, Wall (panel) and Floor Elements design according to Eurocodes (EC2, EC3) and International codes. Expands the PLUS options with Dynamic Nonlinear Time History Analysis, Pushover Analysis, External Damping Element, Base Isolators and Building Pounding Element. Expands the Advanced options to include Nonlinear layered shell element, Linear dynamic direct integration time history analysis, Buckling analysis. 4200,- (SUM)Support Per year 840,- 6700,- 1340,- 9900,- 1980,-

4 s: ( ): SAFE 2014 Integrated Design of Flat Slabs, Foundation Mats and Spread Footings. Analysis, Design and automatic Reinforcing drawings of Simple and Complex Concrete Flat Plates and Foundations of arbitrary shapes and varying thickness. Foundations can be combinations of Mats, Strip Footings or Isolated Spread Footings SAFE: Analysis and design of Slab Systems using the Finite Element Method. Slab reinforcing, punching shear, cracking, foundation slab uplift. Comprehensive detailing of slabs, beams, mats and footings. Details include framing plans, slab reinforcement plans, slab sections, beam reinforcement in elevation and sections, rebar schedules, bar bending schedules and bills of quantities. 3400,- (SUM) Support Per year 680,- SAFE P/T (Post Tension): All SAFE functions plus: Post tension design. 5000, SAFE is a special purpose program that automates the analysis and design of simple to complex concrete flat plates and foundation systems using powerful object based modeling. The program can analyze and design slabs or mats of arbitrary shapes and varying thickness, drop panels, openings, edge beams and discontinuities. Foundations can be combinations of Mats, Strip Footings or Isolated Spread Footings. The analysis is based upon the Finite Element method in a theoretically consistent fashion that properly accounts for the effects of twisting moments. Meshing is Automated based upon User Specified Parameters. Foundations are modeled as thick plates on Elastic Foundations, where the Compression Only Soil Springs are automatically discretized based upon a modulus of sub grade reaction that is specified for each Foundation Object. The Software produces reinforcing layouts and evaluates the effects of punching shear around column supports. Options are available for including cracked properties in the finite element model based upon the slab reinforcing that is provided. Also a comprehensive export option from is available that will automatically create complete SAFE models of any floor or foundation for immediate design by SAFE.

5 s: ( ): CSI COL v8 INTEGRATED SOFTWARE for ANALYSIS and DESIGN of SIMPLE and COMPLEX REINFORCED CONCRETE COLUMNS 1000,- SUM CSiCOL is a comprehensive software package used for the analysis and design of columns. The design of columns of any concrete, reinforced concrete, or composite cross-section can be carried out by the program. CSiCOL provides a 'Quick Design Wizard' tool that guides the users step-by-step, through the whole process of column design. This makes the design process simple, organized and efficient. The design can be carried out in accordance with ACI , ACI or CSA A codes. CSiCOL is capable of handling an unlimited number of load combinations both for sway and non-sway conditions. The design actions may be specified directly or may be computed by the program using the moment magnification method. The design and analysis take into account the slenderness effects. Sway or non-sway condition checks may also be performed by the program as specified by the selected design code. Moreover, CSiCOL is capable of determining the Effective Length Factor based on the framing and end conditions of the column. CSiCOL output includes the capacity interaction surface, load-moment curves, moment-moment curves, momentcurvature curves for various failure criterion, combined axial-flexural elastic stress contours, rebar stresses, cracked section stresses, load point location, capacity vector, neutral axis depth and orientation, etc. Reports may be created as part of the output for the analysis and design process. The reports may be customized by adding information and graphics of your choice. 40% Multilicense discount does not apply. Please add USD / software for shipping and handling.