STRAP (STRuctural Analysis Programs) is a Windows XP/2000/NT/98 based suite of finite element static and dynamic analysis programs for buildings, bridges and other structures. It also includes programs for the design of rolled and light-gauge steel and concrete in accordance with U.S., Canadian and other international codes. Current Version 11.0 is our 8th release for the Windows platform.
STRAP is one of the most comprehensive and versatile structural analysis and design software systems available on the market today. It's also the easiest to use, due to its superb graphic user interface (GUI) and advanced context-sensitive help system. It offers the engineer a powerful but affordable tool for analysis and design of a wide range of skeletal and continuum structures such as buildings, bridges, shells, towers and more.

STRAP uses graphical CAD-like input in the generation of models and loads. Every drawing on the screen can be printed, imported into other documents, or (through DXF) into drawings. Complete analysis and design can be performed for any structure without ever referring to joint or beam numbers. Load combinations can be created after analysis is performed. Results of the load combinations can be reviewed instantaneously without rerunning the model.

For the engineer interested in dynamic effects, STRAP also includes modules for modal analysis, seismic response spectra calculations to the UBC and California codes and time history response calculations.

The learning curve to start using STRAP is practically non-existent. The program's flow is similar to the analysis and design process performed by hand. During the execution of every action the prompt line at the bottom of the screen guides you through. Combine this with the unique built-in, context-sensitive Help and you can understand why many of our users don't even know where their STRAP manual is.

Hardware requirements to run STRAP are minimal: a PC running Windows XP,2000,9 or NT and 35 MB of free hard drive space.
General Features :
File menu (initial screen) : the last five disk directories selected by the user are displayed at the end of the menu and may be chosen
Copy a model to another directory :the last ten disk directories selected by the user are displayed and may be chosen
Recover model geometry : a new utility that creates a new GEOMnnn.DAT file from the GEOINnnn.DAT file.
Node selection :a new option to select nodes at specified "levels" has been added to the standard node selection dialog box. The user selects an axis and the program displays a list of all coordinates with nodes, any of which may be selected. A series of equally spaced levels may also be selected.
Beam/element selection according to property : "Dummy elements" has been added to the property list
Display :
Remove : "Levels" may now be removed from the display; refer to 'General-Node selection' above.
Rotate : The rotation "step" may now be specified in the dialog box.
Dimension lines & Grid lines : the options from the "General Arrangement Drawing" have now been added to the Geometry and Load modules :
 
  • arrows may be added to dimension lines, the accuracy level and units may be specified.
  • grid lines marked with letters or numbers may be added to the drawing
  • elevation marks may be added
  • all these items may be saved with a View
Column shape : the section shape of beams perpendicular to the plane may be added to the display.
Geometry :
Wall element : This element enables the quick definition of a core/shear wall that extends the height of the building: 
 
  • the user defines the cross-section shape (connected component walls), component wall thickness, tie beams above openings and a reference corner.
  • the location of the reference corner and the coordinates of the stories are then specified.
  • the program creates nodes at each level at the ends of each component wall and defines the wall elements between the stories.
  •  rigid links that connect the nodes in the floor slab at a level and the new nodes defining the wall at that level may be automatically added
  • the results are displayed in the form of 'beam' results
  • moments and shears
  • for each component at each level.
Element surfaces :

A new option to generate surfaces of elements by copying one line along another: 

  • the user defines a 'base' line consisting of a chain of nodes and a 'height' line, also a chain of nodes, that starts at one of the end nodes of the base line
  • the program copies the base line to every level on the height line,.generating nodes and connecting them with elements. For example, if the base line is a semi-circle and the height line is a straight perpendicular line, the program will generate one-half of a cylinder 
  • a second base line, with a different contour, may also be defined at the other end of the height line. For example, if the second base line in the previous example is a semi-circle with a smaller radius, the generated surface will be conical Surfaces may also be generated by defining the 4 lines that bound it.
Renumber nodes/beams/elements: load commands are automatically updated according to new numbering
The flange location for non-symmetric sections (L, T, [, etc) can now be specified in geometry so that the rendered drawing is displayed accurately. The program will use the orientations as the default in the steel postprocessor.
Semi-rigid connections: partial releases may now be defined at beam ends by defining a rotational spring constant value.
Node definition: a DXF file may now be displayed in the background and the end points of lines may be selected as node locations. DXF layers may be added/removed and the scale may be changed at any time.
Move nodes: individual nodes may now be moved relative to a cylindrical coordinate system (revise radius and angle)
Copy - 'connect with beams': an option to select the property group of the connecting beams has been added.

Copy and rotate: two new options have been added in addition to the current method of 3 references nodes:

  • 2 reference nodes and a global rotation axis 
  • 4 reference nodes; the fourth node allows the copy to be 'stretched' in the direction perpendicular to the plane of rotation
Loads:
"Lack-of-fit" beam load: this new load type enables the user to model beams with initial tension or compression forces by defining the "lack-of-fit" in length units. The program applies the necessary axial force to stretch or squeeze the beam to the length between end nodes.
Linear and prestress beam loads may now be defined on any chain of beams, even if the chain is not a straight line
Element loads: a bi-linear distribution of load over an area can now be defined. For example, a retaining wall where the height varies linearly along the wall
Beam loads may now be applied to the model as joint loads at the beam supports. This allows the user to define a linear load without inducing bending in the beams.
Wind loads: China and Taiwan codes have been added
Results :
Concrete slab punching:
  • the program identifies the elements in a plane that surround a support or perpendicular column
  • the user can define/revise the dimensions of the column
  • the program automatically defines each column as 'middle', 'edge' or 'corner', but the user may revise the default
  • the user may define drop panels or reduce the perimeter to account for openings
  • the program will display the punching stress and the allowable stress for each load combination and the maximum stress
Hidden lines: an option has been added to suppress the display of background elements and their results
Results across a strip of elements: The user defines a section line in a slab and the width of an associated strip. the program displays the sum of the results across this strip. For example, when designing concrete slabs the user can define the 'column' and 'middle' strips required by the code procedures.
Average moment in elements: The user defines a square area surrounding a support in a slab model. The program calculates the average result over the square and displays it in all result types. Reinforcement may be calculated using averaged moment results.
Reactions at supports defined according to a local support coordinate system may now be displayed relative to the local system instead of the global system.
Element principal stress contour map: a new option to draw an arrow in the direction of the principal stress at the centre of each element. The length of the arrow is proportional to the value of the stress.
New element result type: Von Mises stress.