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The Structural Engineer’s Toolkit System


Feature list

Modeling

  • courtesy: JMS Ingenieros ConsultoresEasy, intuitive modeling with numerous tools available to improve productivity
  • Unique member grouping features for ease of input, optimization, and organized output
  • Intuitive member selection, generation, and manipulation capabilities
  • User customizable templates for frames, trusses, towers, etc.
  • Concurrent spreadsheet and graphical input
  • Physical member and physical shell modeling
  • Outstanding OpenGL™ graphics with 3D rendering and translucent options
  • Area loading with automatic load distribution
  • Advanced automatic data generation capabilities
  • Easy modeling of openings in shells
  • Immediate graphical verification of all input parameters
  • User customizable section templates
  • Multiple program (global) and model (local) views with option to save
  • Ability to handle all unit systems and customize individual parameters
  • Import of DXF, RAM Structural System V8i, and STAAD.Pro V8i files
  • Export to DXF, SDNF (v2.0 and v3.0) and RAM BasePlate
  • Options to create BMP or JPG image files from the model at any time

Analysis

  • Fast and robust analysis engine with in-core and out-of-core solver options
  • Dynamic analysis (Eigenvalue and Response Spectra) with CQC, SRSS, and ABS methods
  • Iterative non-linear P-Delta analysis, 2nd order analysis
  • Tension only members
  • Compression only springs
  • Flexible or rigid floor diaphragms
  • Thermal loads
  • Prismatic and real tapered (correct finite element with exact stiffness) member analysis
  • In-plane and out-of-plane stresses in shells 
  • Automatic self-weight calculations
  • Allows imposed nodal displacements
  • Automatically calculates member forces from applied pressures
  • Fully integrates with RAM Connection V8i for steel connection design
  • Graphical depiction of all analysis results including stress contour plots and animated mode shapes
  • Improved and automatic high quality meshing library for shells (CM2 MeshTools™)
  • Rigid end offsets and cardinal points for members
  • Spring generator for soil-structure interaction

Design

  • Hot rolled steel design per AISC 360-05 (13th edition) either in LRFD or ASD, as well as BS 5950:
    • Automatic K, Cb, and Cm calculations
    • Optimization or verification for steel and wood members
    • Compact, non-compact, and slender section designs
    • Tapered member design per ASD or LRFD
  • Cold formed steel design per AISI/COS/NASPEC 2001, including the 2001
  • Reinforced concrete design per ACI 318-05, ACI 318-99, and BS 8110
  • Wood design (sawn lumber, timber or glulam) per NDS 2005 in ASD or LRFD
  • Seamless and integrated steel connection design with RAM Connection for shear, moment and braced connection design

Design/Detailing Modules

  • Reinforced concrete beam design
    • Optimization/verification of reinforcement bars
    • Designs for flexure, shear, and torsion
    • DXF export of beam rebar detailing
    • Cracked section option
    • Calculation of lap length, development length, and cutoff points
    • ACI 318 or BS 8110 codes
  • Reinforced concrete column design
    • Optimization/verification of reinforcement bars
    • Interaction diagrams in 2D or 3D
    • Designs for axial, biaxial bending, and shear
    • Slenderness effects
    • Cracked section option
    • Seismic provisions for column detailing
    • Calculation of lap length, development length, and cutoff points
    • ACI 318 or BS 8110 codes
    • DXF export of column rebar detailing
  • Reinforced concrete footing design
    • Optimization/verification of reinforcement bars
    • Designs for flexure, biaxial bending, shear, and punching shear
    • DXF export of footing rebar detailing
    • Soil-structure interaction
    • Custom column position on the footing
    • ACI 318 or BS 8110 codes
  • Retaining wall design
    • Optimization/verification of reinforcement bars
    • Analysis and design of reinforced or unreinforced concrete or masonry retaining walls
    • ACI 318-05, ACI 530-05 or BS 8110 codes
    • Graphical input of wall loads and geometry
    • Backfill with multiple horizontal soil layers
    • Sloped backfill
    • Surcharge (on both sides of the wall)
    • Options to define cantilever, gravity or restrained retaining walls (with a lateral restraint and pinned or fixed bases)
    • Tapered stems or stems with several blocks with thickness and reinforcement changes
    • Hydrostatic water pressure
    • Axial loads on the stem are considered (with or without eccentricity)
    • Wind lateral pressures
    • Includes moment and shear diagrams
    • Influence of adjacent footings
    • Different theories for calculating lateral soil pressures (Rankine, Coulomb, EFP (Equivalent Fluid Method), at rest pressures)
    • Seismic load (with the Mononobe-Okabe method considering a single homogeneous backfill layer without cohesion)
    • Wall tilt calculations (deflections)
    • DXF export of wall rebar detailing
    • Detailed report
  • Continuous beam design
    • Easy input of spans, sections, materials and loadings
    • Steel, wood, or concrete beams
    • Automatic skip loading
    • Automatic load combination generation
    • Optimization including deflection limits
    • Specialized reports for continuous beams
  • Tilt-up wall design
    • Graphical input of wall geometry and loads
    • Fixed, pinned or compression only springs for the bottom support of the wall
    • Graphical input of openings
    • Isolated or continuous footings option
    • Simplified or finite element analysis methods
    • Automatic design according to the ACI 318 and ACI 551 codes
    • Consideration of reveals in the design
    • Single or double layer of reinforcement
    • Consideration of self weight
      Vertical concentrated loads: dead or live, with or without eccentricity at any position along the existing levels
    • Vertical distributed in-plane loads: dead or live, with or without eccentricity
    • Lateral distributed out-of-plane loads: wind or seismic
    • Lateral in-plane loads: wind or seismic
    • Moment, shear, and axial diagrams
    • FEM diagrams with forces, stresses, and deformation scale of values
    • Option to verify the wall quickly and update the results at any moment
    • Option to optimize the design of the wall
    • Option to suggest the minimum required thickness according to the deflection calculated in the previous design
    • DXF export of wall rebar detailing
    • Detailed report
  • Masonry wall design
    • Graphical input of wall geometry and loads
    • Graphical input of openings
    • An integrated design of four different elements of masonry: bearing walls, shear walls, columns and lintels
    • Unreinforced or reinforced bearing and/or shear walls
    • Consideration of rigidity elements such as columns or flanges
    • FEM analysis of the wall
    • Automatic design according to ACI 530-05 ASD
    • Consideration of single or double layer of reinforcement
    • Easy modification of wall dimensions and reinforcement
    • Consideration of self weight
    • Vertical concentrated loads: dead and live, with or without eccentricity at any position along the existing levels
    • Vertical distributed loads: dead and live, with or without eccentricity at any position
    • Lateral in-plane loads: wind and seismic loads, concentrated or distributed at any position along the existing levels
    • Lateral out-of-plane loads: wind and seismic pressure loads
    • FEM diagrams for forces, stresses and deformations with graphic scales
    • Option to verify the wall quickly and update the results at any moment
    • Option to optimize reinforcement
    • DXF export of wall rebar detailing
    • Detailed report of the general data, reinforcement provided, design results of the masonry wall
  • Reinforced concrete shear wall design
    • Graphical input of wall geometry and loads
    • Graphical input of openings
    • Consideration of boundary elements as columns or flanges
    • Analysis of the wall with FEM (finite elements method)
    • Automatic design according to the ACI 318-05 Code
    • Consideration of a single or double layer of reinforcement
    • Consideration of self weight
    • Vertical concentrated loads with or without eccentricity at any position along the existing levels
    • Vertical distributed in-plane loads
    • Lateral concentrated in-plane loads with or without eccentricity at any position along the existing levels
    • Lateral distributed in-plane loads
    • FEM diagrams with forces, stresses and deformation scale of values
    • Interaction diagrams in 2D or 3D for the whole cross section of the wall including boundary elements
    • Option to verify the wall quickly and update the results at any moment
    • Option to optimize the design of the wall
    • DXF export of wall rebar detailing
    • Detailed report
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