Surface Loading (Wall or Roof) - Standard Shaped Loads

 (Rev: 9/01/08)

This option allows for the input of Point, Line, Rectangle, or Entire Surface loads.

Affecting:

Loads applied on the surface of a building will not automatically be applied to frames simply because it’s applied to the roof panel or purlin.  The user MUST select the components for the load to be applied to and be designed for.

For example, when applying a load for a Roof Top Unit you must indicate that the load is Affecting Purlins and Frames if load is supported by both, or Frames only if the load is supported by the frame via manually generated secondary framing.

Affecting - Frame

To be selected if load is affecting primary framing members only.

Affecting - Purlins

To be selected if load is affecting roof secondary members – Note, even though Purlins are naturally supported by Rafters, you MUST select Affecting Frames to ensure that the applied loads “get” to the Rafters.

Affecting - Girts

To be selected if load is affecting wall secondary members – Note, even though Girts are naturally supported by Columns, you MUST select Affecting Frames to ensure that the applied loads “get” to the Columns.

Affecting - Bracing

To be selected if load is affecting bracing members – This option is used primarily for Endwall loads (IN/OUT) due to Parapet or Façade Projections or Roof loads (Towards the Right or Towards the Left) due to Projections such as Penthouses.

Note: do not select Affecting Bracing for typical roof loads acting IN or OUT of a roof surface.

Affecting - Panel

To be selected if load is affecting wall or roof panels.

Frames Only:

If Affecting Frames is the only option selected, several additional input options must be considered.  For determining point(s) of application of the loads you must select either Frame Inside Flange, Outside Flange or Center Line.

Frames Only - Outside Flange

When load is affecting frames only, select this option if the load is to be located from the Outside Flange.

Frames Only - Inside Flange

When load is affecting frames only, select this option if the load is to be located from the Inside Flange.

Frames Only - Center Line

When load is affecting frames only, select this option if the load is to be located from the Center Line of the framing member.

Frames Only - Provide Support

Used if load provides lateral support – this option is active for Point Loads only.

Nearest Panel Point

With Truss/Open Web framing, system will locate the load to the nearest panel point created by the lattice member/chord intersection.  This is typically used for Line Loads that will be resolved to point loads at each panel point or for Point Loads whose locations are not exactly known and may be actually located in the field at the nearest panel point.  If not selected for Point Loads, the chord member will be designed for the bending introduced between panel points.

Add Web Member

If the Nearest Panel Point is unchecked, the Add Web Member option becomes available.  When available AND checked, Truss Rafters (Open Web Frames) will design with an added web (lattice) member at the point load location to remove bending in the chord member.  If unchecked, the chord member will be designed for bending between panel points.

Apply Trib Override

This option applies to Frames only and allows for the applied load magnitude to reflect the user applied Tributary Override (See Frames/Locations).  The Trib Override option is active for Rectangular, Entire Surface and Special Shape loads.

 

Options:

Description

User input description of the Shape, such as Roof Top Unit #4, etc.  The description is included in various loading reports.

Direction

Shows the direction of the loads in relation to the plane when viewed in Elevation View:

Units

Units depend upon the type of load, for example a point load could be in Kips (k), or Pounds (p), a line load could be in pounds per linear foot (plf), and an area could be in pounds per square foot (psf).

Type

See Load Types

Use System Coefficients

When this option is selected (turned ON), loads will be resolved to various framing members using system applied coefficients such as for live, snow and wind loading.  By default, this option is OFF and loads are resolved assuming coefficients of 1.0.

Project Load Normal to Surface

This option is active only for Rectangular, Entire Surface and Special Shaped loads when applied with the load Type U0 through U9.  When this option is selected (turned ON), loads will be resolved perpendicular to rafters.  By default, this option is OFF and loads are resolved vertically (projected) on the rafter.

Load Location and/or Geometry

See Surface Loading – Wall or Roof.  An X/Y coordinate system is used to locate the applied loads on the selected surface.

Point loads require an X1 and Y1 locating coordinate from the origin of the surface.

Line Loads require two (2) points, X1/Y1 and X2/Y2.

Rectangular Loads require two (2) points, one at each diagonal corner of the rectangle.

Input Coordinates DO NOT apply to Entire Surface Loads.

1.) X

The X-Location of a Point Load or the first point of a Line or Rectangular shaped load.  X is measured horizontally along the surface when viewed in Elevation View.

1.) Y

The Y-Location of a Point Load or the first point of a Line or Rectangular shaped load.  Y is measured vertically along the surface when viewed in Elevation View.

1.) Magnitude

Magnitude at end 1.

2.) X

The X-Location of the second point of a Line or Rectangular shaped load.  X is measured horizontally along the surface when viewed in Elevation View.

2.) Y

The Y-Location of the second point of a Line or Rectangular shaped load.  Y is measured vertically along the surface when viewed in Elevation View.

2.) Magnitude

Magnitude at end 2.

Magnitude Constant Along:

This option is active for Rectangular Shaped loads when Magnitudes 1 and 2 are not the same.  One example of this type of loading is tapered Snow Drift loads.

Constant Along X Axis

When selected, load will be applied constantly along the x-axis, generally horizontally across the screen on the localized plane.

Constant Along Y Axis

When selected, load will be applied constantly along the y-axis, generally vertically across the screen on the localized plane.

 

Standard Controls:

§   OK, Cancel, Apply, Help

 

See also:

§   Surface Loading - Wall and Roof

§   Load Types

§   Design - Load Cases

§   Surface Loading (Wall or Roof) – Special Shaped Loads