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Sample Operation:

 

This section demonstrates the use of the full version of Wind Loads on Structures in determining wind loads on a sign. The screens show the data already entered. The accompanying text describes the actions the user would go through in using the software.
   

Example: Sign


   Sign
         Width - 50 ft.
         Height - 20 ft.
         Number of Supports - 2
         Supports
            Shape - Round
            Diameter - 1.3ft.
          Height - 60 ft.
  

Data Input  

 

Note: Click on figure to review the full screen(1024X768 display recommended).  

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Figure 1
 

Signs (Figure 1)

 

This screen facilitates the basic input for a sign.

 

Sign Dimensions: Click on the box for Width, type in the dimension, and press the tab key or click on another data entry box. In the Height box, type in the dimension, and press the tab key or click on another data entry box.

 

Support Dimensions:

    1. Number of Supports: Click on this box, type in the number of supports, and press the tab key or click on another data entry box.

    2. Shape: Click on the arrow to the right of the roof shape box to obtain a drop down list of support shapes. Select the support shape for the building by placing the cursor on it and clicking. The software provides the following Support Shapes: "Square," "Hex or Oct" (Hexagonal or Octagonal), or "Round." The software defaults to a square support shape.

    3. Diameter: Click on the Diameter box, type in the dimension, and press the tab key or click on another data entry box.

    4. Height: Click on the Height box, type in the dimension, and press the tab key or click on another data entry box.

    5. Surface Classification: Click on the arrow to the right of the box to obtain a drop down list of Surface Classifications for the support members. Click on the desired value. The software defaults to Moderately Smooth.

Structure Category: Click on the arrow to the right of the Structure Category box to obtain a list of Structure Categories (I through IV). Select the desired Structure Category by placing the cursor on it and clicking. The software defaults to Structure Category II.

 

Sign Openings:

    1. Solidity Ratio. Click on the box, enter a value for the solidity ratio for the sign, and press the tab key. If the entered value is less than 70, then the software requires additional information concerning sign members’ shape and size.

Sign Drawing: The software produces a sketch of the sign.
  

Figure 2
 

Location Information (Figure 2)

This form facilitates the input of wind speed values, exposure categories, and topographic information.

 

Terrain Exposure: The software defaults to exposure C. To change the exposure, double click on the box to obtain a drop down list, place the cursor on the appropriate exposure category (A through D) and click.

 

Topography:

    1. Topographic Shape: Click on the arrow to obtain a list of Topographic Shapes described in ASCE-7. If the user selects any Topographic Shape other than "None," three dimension boxes become active.

    2. LH: Click on this box, type in the dimension, and press the tab key or click on another data entry box.

    3. H: Click on this box, type in the dimension, and press the tab key or click on another data entry box.

    4. x: Click on this box, type in the dimension, and press the tab key or click on another data entry box.

Basic Wind Speed:

Wind Speed Value: Click on the box and enter a wind speed or use the maps built into the software. The software contains the following maps: Continental USA and Alaska. Click on the arrow to the right of the box containing "Continental USA" to obtain a list. Click on the geographic area where the building is located. For "Continental USA" or "Alaska" click on the View Map button to bring up a map. Selecting other locations puts a value in the Basic Wind Speed box.
      

Figure 3
 

Height Increment List (Figure 3)

This form allows the user to define height increments at which the software will calculate wind speeds.

 

 

Increment Method: Select "Standard" or "User Defined." For the "Standard" selection the software assigns height increments.

For the "User Defined" selection, click on the arrow to the right of the box containing the words "Standard List" to obtain a drop down list. The user can change values in the table. Also, right clicking on the table allows insertion or deletion of rows. When the user enters numbers, either over existing numbers or in new rows, the table automatically sorts the table values in ascending order. Standard List selection leaves the assigned height increments in the table. Selecting "Auto Increments" activates the Auto section of this form.

Auto:

    1. Click on the Increment Interval box and type in a user defined height increment.

    2. Click on the Number of Intervals box and type in the number of intervals.

Figure 4
 

 Optional Factors (Figure 4)

This form allows the user to input factors not absolutely required for wind load calculation. Entry of data in this form will affect wind load computations. In this example, SDG has entered a damping ratio of 1% (enter damping ratio as a real number between 1 and 100, inclusive) and a natural frequency of 0.7 Hz.
  


Figure 5
 

Main Wind Force Resisting System – Wind Directed Normal to Face (Figure 5)

This represents the first set of basic output data for this program. Clicking on any value in the table that the software calculated brings up a detail screen that shows the values used in the calculation.
  

Figure 6
 

 Ex Pres Coef – Details (Figure 6)

Typical detail screen. The software provides several calculators that allow the user to perform parametric studies without going through the entire design process. The calculators are similar to the Details form shown here.
  


Figure 7 
 

 Print Design (Figure 7)

 

This screen appears when the user opts to print after completing his design. Initially, the software selects all available forms for printing. The user can de-select or reselect forms by clicking on boxes.
  

Report

 

 

Report for Sign Example

 

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