MECAWind
Load Calculator
Download Demo Pricing
Order Software

Description:
(English Units Only)
Calculates wind pressures per ASCE
7 "Minimum Design Loads for Buildings and Other Structures"
for All types of buildings and structures.
Performs Gust calculations for Rigid and flexible structures, with
the gust factor for flexible structures based upon the natural frequency and
damping of the structure. Also calculates the topographic
factors and provides a comprehensive list of all shape factors
for the structure and attachments.
MECAWind will handle low
rise (<= 60 ft) buildings, using either the detailed (Method 2) or the
simplified (Method 1) provisions. MECAWind05 can also be used to
calculate wind loads on buildings greater than 60 ft in height. MECAWind
will handle the following types of roof's:
Different wind directions can be changed
easily by re-entering the width and depth of the structure relative to the
wind. All force coefficients are calculated
for windward walls, leeward walls, side walls, roof's perpendicular to ridge,
roof's parallel to ridge, and roof overhangs. MECAWind also calculates the
force coefficients, and wind pressures for Components and
Cladding, simply by entering the width, span, and zone for the component.
MECAWind calculates windward and leeward pressure for Parapets on
Monoslope,
Gabled, and Hipped type roofs.

MECAWind has undergone many changes, many of which include:
1) Improved User Interface - The program now
has a simplified user interface which has a Wizard to guide the user
through all of the options or use the tab system to enter and verify all options. ASCE 7 can be overwhelming to even the most
experienced designer, so this wizard is intended to break the code down into
plain language and help the user determine what options to select.
2) Metric Units - The program now
converts to metric with the click of a button.
3) Help File - The help file is much
improved for the program and can be printed out and kept for a desk
reference. The file is in pdf format.
Click here to return to top of page