Imbsen Winbds
WinBDS analyzes or designs orthogonal bridge frames and is applicable to the majority of concrete bridges being designed today.
CROSS SECTIONS may by specified by using a predefined, standard box
girder superstructure shape or by adding or subtracting geometrical
parts using predefined part codes.
LIVE LOADS can be automatically generated for the AASHTO HS20-44 and the
California P13 truck by simply giving the number of live loads lanes
may be applied to the structure by describing the axle loads, distance
between axles and number of live load lanes. Uniform lane loads can be
defined with moment and shear riders. Other automatically generated live
loads include the Cooper Loading and a user defined vehicle of up to 97
axles.
PRESTRESSED CONCRETE analysis and design capabilities include:
Continuous prestress, Simple span prestress, Segmental prestress, 100
prestress cable paths per frame, 3D cable friction losses, Primary and
Secondary effects, Cross-section analysis, Ultimate capacity check,
AASHTO shear requirements, Tendon elongations, and calculation of AASHTO
long-term losses.
OUTPUT results are organized in the same order as the input data. All
input data is echoed in the output reports. Output reports include
section properties, dead load and additional fixed loads results, live
load force envelopes, prestress results including required P-Jack, mild
steel requirements, and shear design stirrup requirements. Additional
reports are generated for the Rating Subsystem and Prestresed Precast
Girder Subsystem.
GRAPHICAL DISPLAY of moment and shear envelopes are available after an
analysis has been performed. Additional plots are available for
deflections, top and bottom fiber stresses, prestress force, prestress
cable path and influence lines. These plots can be displayed for all
spans in the bridge or for an individual span or for any sequential list
of spans. Where applicable, the plots include the different trials that
are available, such as: dead load, added dead load, live load no. 1
(both negative and positive envelopes), prestress, etc. These loads can
be plotted individually or combined into one load case
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