ANSI/TIA-222-H
Automatic generation of dead, ice, thermal and wind loads according to TIA-222-H and CSA S37.
Uniform wind pressure profile and uniform thickness ice profile.
User-defined wind pressure profiles.
United States county listings of design criteria for wind, wind with ice, and ice.
Loading for joints, members including concentrated, uniform, trapezoidal and thermal loads.
Loading for surfaces and finite element plates.
Automatic calculation of drag coefficients, gust factors, topographic parameters and escalate ice thickness according to TIA-222-H.
Available design provisions include ANSI/TIA-222-H and CSA S37.
Members are checked against their ultimate strength in accordance with the selected code, Design checks include:
– Slenderness ratios
– Buckling length
– Tension
– Compression
– Connections (shear, bearing, block shear)
– Anchor rods
Calculation of the equivalent loads on footings.
Can optionally check members according to LRFD-99 for :
– Bending
– Tension-bending
– Compression-bending
– Shear
– Torsion
– Warping
Profile optimization of selected members allows to test different section shapes, grade and materials types.
The user can use this command to define the layout and properties of the bolts that will be used to connect the members of the structure.
Diameter (D)
Threads Pitch (tp)
Tensile Stress (Fub)
Shear Strength (Through Body) (Fvb)
Shear Strength (Through Threads) (Fvt)
The user can use this command to define the layout and properties of the bolts that will be used to connect the members of the structure such as:
-Bolt
-Diameter (D)
-Threads Pitch (tp)
-Ultimate Stress (Fu)
-Bolts Class
Type of connection:
– Direct connections
– A splice connection
Number of bolted flanges
Number of bolts columns
The anchor rods command is used to define the parameters of the anchorage of the columns to the foundations. Four types of anchors are available.
A column is composed of a number of segments placed in a sequential order. Each column face is made of panels which fit into the column segments.
The Column Face Prototypes dialog box is used to define this sequence of panels. Each sequence is defined independently from the column; it will be attached to a specific column face by the Column Face Identification command.
The library in which the panel is defined as well as the desired panel must be selected in the Panel Library and Panel Name lists.
The TSE software provides a series of standard connection and diaphragm panels which can be found in the Standard-D library. Additional panels can also be created using the Panel Editor.
The Guys command allows to define the guys configuration for guyed towers. The guys and attachment members are generated when the tower model is generated using the Generation of Model command.
The TSE Telecom software has facilities to manually add joint and member loads as well as for the automatic generation of code-specified loads.
The Wind Loads command is used to define the tower wind loads parameters. The TSE Telecom software automatically generates the distribution of the wind loads on the structure according to these parameters.
The generation of the loads is made automatically during the analysis. However, the user may view the generated data with the Wind Load Data command prior to running the analysis.
The Ice Loads command is used to define the tower ice loads parameters. The TSE Telecom Software automatically generates the distribution of the ice loads on the structure according to these parameters.
The generation of the loads is made automatically during the analysis. However, the user may view the generated data with the Ice Load Data command prior to running the analysis.
The member ice loads may be filtered before being displayed. It is possible to restrain the displayed results to the selected members or to display them for the entire model. It is also possible to display the results for a specific basic load.
The Wind and Ice Loads Generator command is used to generate wind and ice loads on open structures (Electric substations, transmission towers, telecommunication towers).
Depending on the type of distribution chosen, various loading conditions are possible such as:
– Wind only
– Wind with ice
– Service wind load
– Two thermal load
– Self-weight load
– Ice load
The member wind loads may be filtered before being displayed. It is possible to restrain the displayed results to the selected elements or to display them for the entire model. It is also possible to display the results for a specific basic load.
The surface wind loads may be filtered before being displayed. It is possible to restrain the displayed results to the selected surfaces or to display them for the entire model. It is also possible to display the results for a specific basic load.
TSE TELECOM provides an exhaustive set of result features that include graphical views, diagrams, spreadsheets and text reports.
All graphics can be printed or copied to the clipboard for use in external programs.
Reports are available in several formats including:
– Microsoft Word reports
– Microsoft Excel Spreadsheets
– ASCII files
Comprehensive manuals and help documentation available.
Can export the model to:
– AutoCAD
– SDNF
Design of steel telecommunication structures, self-supporting towers, guyed masts according to ANSI/TIA-222 and CSA S37.
Mardi, 16 février 2021
Mercredi, 17 février 2021
mardi, 23 février 2021 - SEULEMENT 3 PLACES DISPONIBLES
Mercredi, 24 février 2021 - SEULEMENT 3 PLACES DISPONIBLES
Lundi, 15 mars 2021 - SEULEMENT 2 PLACES DISPONIBLES
Mardi, 16 mars 2021