Chapter 2 Settings

SSSeeettttttiiinnngggsss... Before starting a project, the Wall designer, Project, and Engineering, settings should be set or checked, and modified if necessary. This will save time later. Wall designer, Project settings, and Engineering Environment settings, will default to the settings that were saved with the project when an existing project is opened. If a new project is opened, the Wall Designer, and Project settings defaults, will be set to the last project opened. The Engineering Environment will have all settings deleted, and open as a blank file.

Wall Designer Settings Wall designer settings are accessed through, “File”, and select “Wall Designer Settings” from the Menu.

The Wall designer settings contain the default settings that will be used when using the “Wall Designer” mode. These defaults may be changed at any stage during the drawing of walls, and the new settings will become the defaults for any future work done. They do not affect anything already drawn.

Walls.

Defaults. WIDTH. This is the default width, (thickness of the wall), that walls will be built. CLADDING THICKNESS. This is the total thickness of any cladding, which is to be added to the wall framing. This does not include the framing, but does include any cavity such as in brick work.

Naming PREFIXES. These are the prefixes, which will apply to each panel type. The numbering sequence of Joists, Supports, and Truss Layouts, will remain in the order they were created, but the prefix can be changed at any stage to begin a new prefix group. If a prefix is changed, the “Rename All” button will become active. If it is clicked, all previous panels in that group will be re named to the new prefix. When the “Rename All” button is clicked a warning will appear. Note If it is intended that the walls will be renamed later in the project, when they have been finally cut, and just before they are edited, select a wall prefix that is different from the final one so the final prefix will be available later.

If walls are cut in Wall Designer, the second wall created, will take on the next number in the normal numbering sequence.

If walls are cut in Project, the second wall created will become part “a” of the original wall.

Renaming the walls will cause the walls cut in project, to adopt the numbering sequence they were created in.

Show wall names. Checking the “Show Wall Names” box will cause the wall names to be displayed in wall designer mode. This does not control Project mode.

Colours. This displays the default colour of the display of Hidden, Position Locked, and Other, walls in wall designer. To change the colour, click on the desired wall type.

A colour pallet will display.

Select the desired colour, and click “OK” The new colour will display.

If a new colour is selected part way through a project, the project will revert to the new colour.

Openings.

Openings Database OPENINGS DATABASE. This displays the “Openings Database” file address. The software is designed to operate from this address for networking purposes. The openings database, is a user defined database of openings sizes and descriptions, which can be accessed through the window and door openings tools, and also through individual opening properties while creating a project. Multiple data bases can be created, to accommodate different client’s requirements. The file address will show the current default openings database. In the example below the default is called “Openings”

Clicking on the open folder will display the location of the various openings data files, and display the openings data files available. In the example, there are 3. Openings, Client 1 openings, Client 2 openings

Selecting a different openings database file, and clicking “Open”, will change the default to the new file. In the example below, Client 2 has been selected.

Clicking “Edit”, will open the default openings data base for editing.

Editing the Openings Data Base.

CODE. This is the descriptive code that identifies the database entry. This code only will appear in the openings code windows. DESCRIPTION. This is a user reminder of the openings description. WIDTH. This is the actual width the opening will be created in mm. HEIGHT. This is the actual height that the opening will be created in mm. L HEADER SIDE. L Headers can be entered as part of an opening properties. Clicking in the L Headers Side box produces a menu.

where the chosen side(s) can be selected. Near, is the nearest side, when the orientation dot is on the left end of the frame.

These axes rotate with the project.

L HEADER. If a “L Header” side has been selected, an entry from the L Header data base can be selected to become part of the opening properties. Clicking in the L Headers box produces a menu,

where the L Header description can be selected. BUCKED. Wooden bucks can be represented inside an opening by a dark shaded face of opening members.

Clicking the Bucked box displays a menu

where False or True can be selected as part of the opening properties. Note. The thickness of the bucking is not automatically accounted for in the opening size. The frame opening size must be altered to accommodate the bucking. Editing the Openings Database sequence. Clicking on the column headings will cause the data base to be arranged in alphabetical / numerical order according to that column.

Individual entries can be shifted, by selecting them, and then using the, “Move up,” and “Move down,” buttons.

Entries can be deleted by selecting them, and clicking the, “Delete” button. Additional entries can be made by clicking the, “Add” button.

The window will move to the bottom of the list, and display a new entry space.

Existing entries can be altered by, selecting the field to be altered, and typing a new value. Note. Any alteration to the openings Database must be saved.

Creating new Openings Database files. Delete the entries from an existing database file by selecting the entries and clicking the “Delete” button, or modify an existing database.

Make the new entries, or modify existing ones, and then click the “Save” button.

Give the new database file a new name. In the example above, “Manual Demo”, and click the “Save” button. The new database file will be created in the C:\Program Files (x86)\SCS\Design, folder.

Using the Openings Database.

NOTE. Ensure that the correct openings database file has been selected as the default. The default openings can be selected from the Data base by opening the “Openings” section of “Wall Designer settings” and clicking on the menu’s at the side of the “Code” boxes.

The openings code list will appear where the desired selection can be made.

The default openings will now have the properties of the selection.

When the ‘Insert window opening” and “Insert door opening” tools are selected, the default opening properties will display.

These can be altered if necessary, by clicking the menu arrow, and selecting another opening code.

All openings in that sequence will be inserted to the new code, but the default has not been changed. To return to the default, select another tool, and then re select the opening tool. Existing openings can be altered by double clicking an opening to display its properties,

Clicking the menu arrow, and selecting a new code.

All openings of one code, can be collectively replaced by openings of another code, by opening the “Openings” section of “Wall designer settings” and clicking “Find and replace”

A dialog box will appear.

In the example the windows in walls 2, 3, and 4, have the code W1212., and they will be replaced by code W1512. The larger window in Wall 1 which has a different code will not be affected. Using the menu arrows, select the code of the existing windows to be replaced in the “Openings to find” window, and select the replacement code in the “Replace with” window.

Click the “Replace” button, and ALL openings that were code W1212 will be replaced by code W1512 openings. The number of openings replaced will be reported. If “Selected only” is checked, openings will be replaced with the new size as they are selected.

Special openings. Special openings can be created that do not match Data base entries. These can be created as the Default or as individual openings. These will adopt the title of “Current entries” and will not form part of the Data base. Current entry openings cannot be changed using the “Find and Replace” function.

Bucked and Code.

When “Bucked” is checked, “Flatten Bucked Doors” becomes live. Bucks, are timber inserts, that can be placed inside openings to form reveals, or provide additional fixing for architraves etc. Note. The thickness of the bucking is not automatically added to the steel opening size. The opening size must be adjusted accordingly.

The bucked property of an opening, is represented by a darkening of the inside face of the opening members.

A Bucking code can be printed on the frame prints by clicking on the “Code” menu arrow, and selecting a code from the menu.

Bucking

The code selected in the example is a description of the buck material to be used in Imperial. Checking “Flatten Bucked Doors” will cause the tray lips to be flattened next to the base of door opening studs, to allow full width bucks to be inserted into the bottom track.

Notched Doors and Notch Size.

Checking “Notched Doors” will place a notch, adjacent to the opening studs to ease the removal of the bottom track at door openings.

This may affect the stability of the bottom track during transportation and erection. Note. The notches at door openings will be placed adjacent to the opening stud, and will not be placed correctly if full width bucking is added, and the bottom track is to extend to the inside of the bucking. Warning. Door notches are out of joint functions, and their positions are controlled by a measurement from the start end of the bottom track. If the start end of the track is lengthened or shortened, it will move the door notch positions. Unless the door notches are placed at the base of the opening studs, they do not display, there for if they are moved out of position, they will not show in design, but will still be sent to the roll former. Before modification of start end stud.

Start end stud modified

Notches are out of position and not displayed in design.

The remedy is to leave the bottom track at its original length, and trim it after the panel is assembled.

The “Notch size” is the width of the notch tool. 400 series set “40” 500 and 700 series, set “50”

L-Headers

Notches

SIDE The placement of L-Headers is determined by selecting either None, Near, Far, or Both, from the menu.

Near, is the nearest side, when the orientation dot is on the left end of the frame.

These axes rotate with the project.

CODE The code displayed on the L-Headers can be selected from the menu.

EDIT Clicking “Edit” will give access to the L-Header, Strapping, Bracing, and Bucking data bases for modification, L-Headers.

Strapping,

Bracing,

Bucking,

Floor Levels.

The “Floor Level” section, sets the default height of the walls at each level, and the height above “0” that the bottom of the walls at each level will be created, and the distance allowed at each level for joists and flooring. The wall base height is greyed out because this distance is calculated by the software according to the entries made in the other boxes. Note. Walls and joists copied from one level to another will retain the properties of the original level copied from. They must be selected and have their set files altered to reflect the properties of the new level.

Level. This lists the 5 levels that are available.

Joist Depth. This is the default depth of the floor joist at each level. The joists at each level are at the base of the walls on that level. The walls at level 1 will have their base at “0”, and if a slab floor is to be used, any joist depth, and flooring thickness, set for this level will be ignored. Note Joists drawn at each level, will be drawn at the Joist Depth set for that level. Joists copied from another level will retain the depth of the level they were drawn on, and must be selected and have their properties altered to the new depth.

Flooring Thickness. This is the thickness of the flooring material, (if it extends under the walls), that will be placed on top of the joists to form the floor. If a slab floor is to be used, at level 1, any flooring thickness, set for this level will be ignored. Flooring laid between the walls will have its thickness set to “0” and allowance made for it in the wall height.

Wall Base. This is the distance above “0” that the bottom of the walls for that level will be created. This distance is automatically calculated by the software. The base of the walls at level 1 is set at “0” in the software.

Stud height. This is the default stud height at each level. Note Walls drawn at each level, will be drawn at the stud height set for that level. Walls copied from another level will retain the height of the level they were drawn on, and must be selected and have their properties altered to the new height

Shadow

Setting the Shadow level in multi storey construction, allows a selected level to be shadowed behind the level being worked on. (Active level). Walls on the active level can be automatically snapped to align with the appropriate wall of the shadow level, provided the shadow level wall is within the snap range. Any other level, above or below, may be selected to shadow the active level. A level may not shadow itself. The same level may be set to shadow all levels except itself. Level 1.

Level 2

Level 2 set to shadow level 1

Lock Base Heights.

Before starting a project, set the joist depth, floor thickness, and stud height for each level. The software will calculate the wall base height for each level. Checking “Lock Base Heights” will then lock the wall bases to these heights. Individual walls, or groups of walls can be created at a different height at any level, by altering the Stud Height of that level. Because the wall bases are locked, the software will not recalculate the wall base height. Individual walls, or groups of walls, can still have their heights changed by selecting them and altering their properties. Un-checking “Lock Base Heights” will cause the software to recalculate to the current values, and any further joists and walls drawn, will be created at the new settings.

Dimensioning.

The “Dimensioning” defaults, gives viewing and positioning options for dimensions. When a wall is selected. If the “Show wall length” box is checked, the length of the wall selected will display.

If the “Show parallel wall distances” box is checked, the distances between the selected wall and the nearest parallel walls either side of the selected wall will display. Select the required option for the dimensioning from, “Face-to-face” or “Centre-to-centre”.

Openings When an opening is selected, its inside and outside distance from the nearest wall and the end of the structure are displayed. If the “Outside distance to centre”, and “ Inside distance to centre” options are not checked the default will show the distances to the outsides of the openings. Checking either or both boxes will cause the distances to be displayed to the centre of the opening. When the “Show opening dimensions” box is checked, the sizes of all openings are displayed.

Select the display option required ( Height x Width, or Width x Height).

Outside dimensions When the, “Show outside dimensions” box is checked, as the walls are drawn outside dimensions of the structure will be displayed. Options for displaying “Dimension origin lines”, and “Wall width dimensions” are also activated. The example shows both the origin lines and wall width dimensions chosen.

Outside dimensioned distances. The outside dimensioned distances refers to the scaled distance a particular dimension line appears from the edge of the structure. The default distances which are set in the Wall designer programme will usually suit average size structures. Large structures may require the dimension lines to be moved further away for clarity, while very small structures may require them closer. To move the position of a dimension line, alter the distance in the relevant text box. Below shows the dimension line referred to in each box.

Clicking on the dimension position to be altered in the right hand graphic, will highlight the measurement to be adjusted.

Snap Settings.

Dimension

Distance

Align Wall Ends. When the “Align Wall Ends” box is checked, parallel walls drawn in adjacent rooms will snap to line with an existing wall if it is released within the snap range.

When the “Align Wall Ends” box is checked, any selected wall that is moved to within the snap range of an existing parallel adjacent wall, will snap to that wall.

Snap to Wall. The “Snap to wall” setting, is the maximum distance the cursor may be clicked from a wall to have the cursor controlled function, (drawing a dimension line, or a wall,) snap to that wall. The “Snap to wall” setting also controls the maximum distance the cursor views when selecting.

Snap to angle. The “Snap to Angle”, STANDARD setting, gives a range of angles that walls will snap to when being drawn.

For projects where walls are either vertical or horizontal, a high snap setting (Say 45) makes drawing easier, and the snap setting can be changed to draw in angled walls. The “Snap to Angle”, CUSTOM setting, allows custom angles to be entered.

When “Custom” is selected ONLY the set angles will be adopted, therefore if 0deg, 90deg, or any standard angles are to be used, they must also be entered. Settings can be changed between “Standard” and “Custom” at any stage in the drawing process but any wall then moved, will snap to the nearest angle in the active selection.

The reciprocal angle to the ones specified will automatically be allowed, so that walls may be drawn from either end. Custom angles are set using the layout below. Only angles between “0” and “180” need to be entered. Angles can be entered to the nearest 1/10th of a degree. IE. 18.2

Negative angles can be entered. The program will convert these to positive angles.

Grid.

Gridlines can be produced to assist in the drawing of wall layouts.

The entries are greyed out unless the show Grid box ix checked. The grid only displays in Wall Designer.

Show Grid. The show grid check box turns on and off the display of the grid.

Snap to Grid. Checking “Snap to Grid” will cause the walls to snap to the grid lines as they are drawn, provided they are within the snap range. Walls will snap with the grid lines as their centre line.

Unchecking, “Snap to Grid”, will allow the walls to be drawn as normal. Walls that have been snapped to grid lines can be moved off the grid line without them snapping back.

X Gridlines.

Y Gridlines. These settings alter the layout of the gridlines along the “X” and “Y” axes. The gridline layout can be altered part way through a project. Walls that were snapped to the original layout will remain in their original position.

Colour. The colour of the gridlines can be altered by clicking on the colour example,

And selecting a new colour from the palate.

Project Settings. Project settings will default to the settings that were saved with the project when an existing project is opened. If a new project is opened, the defaults will be set to the last project opened. Project settings are accessed through, “File”, and select “Project Settings” from the Menu.

General. This tab allows the setting of sundry general values.

Units This sets the program to either Metric or Imperial units. The project can be opened at any time in either Metric or imperial units.. The setting is changed using the menu arrow. Note. Changing between Metric and Imperial, and back to metric, can cause a slight change in the Metric default values, due to rounding. If this situation has arisen, it is advisable to check the defaults.

Auto Save Level.

None.

This setting will not automatically back up your files. Auto Recover. Note. Recommended method. This method operates in parallel with normal saving, and provides an emergency recovery if a crash occurs. Should the auto recovery take place after the file has become corrupted, then your last normal save is still available. When “Auto recovery” is activated, it is still strongly recommended that the file be saved regularly.

This setting will automatically create an auto recovery file (In SDP) format, at the interval specified, (In the example, 10 minutes), and each time the project is saved manually. This file is automatically created by default, in “Documents and Settings” “Log in Name” “Local Settings”. in the “Temp” folder Each new file overwrites the old one. The files are automatically deleted when the program is exited normally. If the program should be unusually terminated during use, when it is re opened, a dialog box will appear, asking if you want to open the last auto recovery file.

Click “Yes” and the file will re open, If a new project has not been named, the first Auto recovery will ask for the file to be named and saved in its correct location.

Note. Auto recovery files are deleted, when the file is closed. The “Load Auto Recover Project” will appear if a second version of ScotSteel is opened. To open a second, different project, click “NO”. If 2 projects are open, an “Auto Recovery” file will be saved for each. Only 1 will prompt to open. The other will need to be manually accessed. Auto save.

This setting will save the project at the set intervals. ( In the example, 10 minutes.) Each save will overwrite the previous one. If a new project has not been named, the first Auto save will ask for the file to be named, and saved in its correct location.

Plate Depths.

These settings control the sizes at which the Plates, Bracing, and Strapping will display. The settings can be altered at any time during the project, and any change will affect only future insertions. Once inserted, the display depth cannot be altered. If incorrect, they must be deleted, the default depth changed, and re inserted. L-Headers. The L-Headers settings box allows for a default setting, which sets the depth of L-Headers that are inserted, with or without a code. Adjacent to the L-Headers settings box is a quick access button to the L-Headers database.

Clicking on the quick access button will display the L-Headers database.

Quick access button

To set a Default L-Header, select the L-Header code from the Default L-Header menu. To access the menu, Click on the Menu arrow.

and select a L-header. Click OK, and the depth of the default L-Header will display in the L-Headers box.

When a L-Header is inserted, a Confirmation box will appear, displaying the default L-Header code.

This may be changed by selecting another code from the menu. (This will not change the default) L-Header codes, and the length of the L-Header, will display on the frame prints.

Setting default L-Header without a code. Click on the quick access button, and then click on the ”Default L-Header” menu arrow.

Click on the blank entry at the top of the menu. The Default L-Header box will now be blank. Enter the required depth of the L-Header in the depth box. (In the example 350)

The L-Headers will now insert at 350 deep without a code

Code. This is the code to identify the L-Header. Depth. This sets the depth at which the L-Header with that code will display. (See Chapter 16. Project Mode, Child Tool Bar. “Add plate, strap, brace or buck item.”)

Plane Edge Adjust Distances

These are the amounts by which the plane edges in each group will shift, (either in or out), when the “Plane Edge Adjust’ tool is used.

To move an edge, select the plane next to the edge to be moved.

Left clicking on the “Edge adjust” tool will cause the edge to reduce by the set amount.

Select here

Edge to be moved

Holding down the “Ctrl” key and left clicking on the “Edge Adjust” tool will cause the edge to extend by the set amount.

The Edge Adjust default can be altered for the plane type being viewed, by right clicking on the “Edge Adjust” tool.

A text box will appear where the existing setting is displayed. A new setting can be entered. Changing this setting will alter the default in the “General” window.

Prefixes.

These settings establish the prefixes for the roof and ceiling frame names.

Truss and Joist Width.

These settings set the width that the Trusses in a Truss layout, and the Joists will be created. The example shows joists set to wall machine width. If floor trusses are to be used the setting should be altered to the width of the trusses which is 68mm.

Centreline Stud Alignment.

Checking “Centreline Stud Alignment” will cause the base of the tray to align with the centre of the Truss/Support/Joist, when “Truss align”, “Support Align”, or “Joist Align”, in the wall properties are checked.

Unchecked, will cause the base of the tray to align with the edge of the flange of the Truss. (This will place the rivet approx under the centre)

The edge of the truss does not appear to align with the base of the stud, because where the truss sits on the plate it is 40mm wide, but the truss is represented in the project as 68mm wide. (Overall the lips).

14mm Truss represented as 68 wide in project

Actual width of the base of the section 40mm

Stud 38

Wall Plate

Truss Dimension to Flange.

When drawing trusses in “Roof designer”, they may be dimensioned 2 ways. Dimensioning to the lip is more suited to laying out the trusses, because it dimensions to the physical side of the truss. To dimension to the lip, leave the box Unchecked. When preparing measurements for on site measuring, it is better to measure to the flange, because this is the face that will make contact with the top of the walls etc. To measure to the flange, the box must be Checked.

Reverse Zoom

Truss dimension to Lip

Truss dimension to Flange

Checking “Reverse Zoom”, will cause the zoom direction on the scroll wheel to be reversed.

Display Panel Webs

Display Truss Webs.

Dotted line on Flange.

Checking these will produce the webs on panel and truss 3D views and printouts, and dotted flange lines on roof trusses. Panel.

Truss.

Show Frame Labels, Axes, and Zoom Speed

Checking “Show Frame labels” will display the frame labels in “Project” view. This does not affect the “Wall Designer” view display. Checking “Show Axes” will display the reference axes in the RH bottom corner of the display window.

In Perspective Projection, the axes are displayed at the origin. This will rotate with the project.

Reference Axis

Altering the “Zoom Speed” slide, will alter the rate of zoom.

Project.

The Project section contains settings to include project information, and graphics, on Printouts. Graphics files can be saved as Bitmap, GIF, or Jpeg files, and stored in C:\Program Files\SCS\Design\Project Graphics.

The project information is saved with the job, and will appear on all printouts if the “Print Project Details” box is checked.. By default “Project Information” is positioned in the bottom RH corner of “3D view”, and “Screen view”, and as a heading on the “Steel report”. In “Print frame group”, and “Print frame detail by group”, the position of the Project information is at the setting position of the Project info graphic. (The top one listed) The Graphics are not saved with the job. The will appear on “Print frame group” and “Print frame detail by group”, only, and will be at the settings set in “Project Settings” “Project” at the time of the print.

Print project Details.

Checking “Print Project Details” will print the project details entered, on printouts.

Project Information.

This allows for 3 lines of project information to be entered. If the project information is entered before the project is started, line 4 will automatically adopt the current date. This can be overwritten if necessary.

Graphics controls

This allows the various graphics to be selected for printing.

Project info Graphic.

The “Project Info Graphic” can be printed as either a banner above, or a background behind the project information. Banner

Background

To select the graphic, click on the open folder.

The project graphics folder will open. A preview of the selected file will display in the RH panel.

Click open and the file will be selected. The position on the printout that the project information and graphic will display can be selected from the menu.

Additional Graphics.

Additional graphics can be printed on frame prints as required.

They are selected and positioned as above.

Frames.

Set files Folder.

The set files folder displays the file address of the various panel set files. Clicking the open folder on the right, will display the file path to that address.

This file address should not be changed.

Panel set files.

The display shows the various “Set” file groups. In each group, user created set files can be created and saved with their own file name. The list of set files in each group can be viewed by clicking on the Menu arrow.

The example shows the original Default, and 3 user created “Set” files, Default 140, Default 90, and Zero Thickness.

Creating User defined “Set” Files. Open the displayed set file in the required group, by clicking on the button displaying the 3 dots.

In the example, the “Wall” frame settings have been chosen.

Alter the various settings as described below, and click on the “Save” icon.

The set file folder of the selected panel type, (In the example Walls) will appear, listing the set files already created. (In the example there is only 1 [default]), and a text box where the file name for the new set file can be entered, (In the example Manual Demo).

Click “Save” and the new set file will be added to the data base.

Ceiling.

Frame Items Miscellaneous Back to back separation.

This setting is the clearance allowed between all back to back members in a ceiling frame. Settings of 1/10 mm are allowed EG. 2.6 Section wall height.

This is the height of the tray wall.

This setting is used by the program, to calculate the required reduction in the length of a member, when it enters another at an angle. EG. lattice members The 400 series profile has a 38mm flange. The 500 series profile has a 46mm flange. The 700 series profile has a 38mm flange. Edge Adjustment.

This is the clearance automatically allowed at the junction and the edges of the ceiling frames.

Thickness. This is the width of the tray. EG. 63, 70, 76, 90, 140. Note. If the structure does not have a ceiling, the ceiling thickness must be set to “0”. Items Locked.

When a panel or plane is selected, and their properties viewed, the lock status will display. Locking a ceiling plane before the panel is created in project, will prevent the panel from being created. Unlocking the panel or the plane in its properties will unlock the panel. User Group.

This box can display the user code of the user group the panels may be associated with. The menu arrow, gives access to the user defined data base of user groups codes and their associated description. To view the entries in the data base, click on the menu arrow.

The user defined name of the frames chosen for the selected user group is displayed in the panel below.

(Setting up the data base is covered further in the chapter under “User Groups”) Frame description .

This area will display the entries above, when the default “set” files are being created. During a project, when a frame is selected and it’s properties viewed, under the “Misc” tab the square area of the frame, the quantity of steel used in the frame, and the weight of the frame, will display, if a weight has been selected from the database.

Export to RF

By default, “Export to RF” will be checked. Un-checking “Export to RF” will convert the frame to the “Non RF” category, and the frame will not be sent to the roll former for production. This enables frames to be created to represent non frame entities. These frames can be coloured differently to represent their function in the project. Colour Pallet.

Clicking on the Colour Pallet icon, will display the Colour Pallet.

A new Default colour can be selected. Click “OK” and the new default panel and plane colour will be applied. Note. If the default colour is changed part way through a project, any new panel will adopt the new colour. Existing panels will remain at the colour they were created. All planes will adopt the new colour. Individual panels can be selected in “Project” and have their colour modified. Defaults

Brace Pitch. This is the brace pitch angle for any “K” bracing placed into the ceiling panel.

Horizontal

Even spread.

This option places the horizontal items (Nogs) evenly spaced within the available space, to a maximum spacing of the amount set. In the example, 1200mm.

In raked frames, the spacing is calculated from the highest part of the frame.

Fixed Spread. Special Note. ScotSteel displays, and only measures from the flat face of “C” sections. Allowance must be made for the orientation and width of the flanges when the frame is required for edge fixing of linings.

This option places the first horizontal from the bottom at a set height. In the example 600. The second at a set height above the first. In the example 800. And the remainder set at the fixed spacing specified. In the example 1000.

Raked walls will divide to the highest point of the panel.

Alternate spacing. Checking “Alternate spacing” will place the horizontals at alternate heights, with the amount of difference specified in the setting box. In the example 50mm.

The lower horizontal will be placed at the horizontal setting set.

Minimum Length.

Setting a length in the text box causes the program to automatically delete any horizontal nog, that length or shorter to be deleted.

VERTICAL.

Even Spread.

Selecting this setting will place the verticals evenly spaced, at a spacing no greater than the Max set. (In the example 600.

Fixed spread.

Special Note ScotSteel displays, and only measures from the flat face of “C” sections. Allowance must be made for the orientation and width of the flanges when the frame is required for edge fixing of linings.

This will place the first vertical at the 1st spacing from the end of the frame, and all other verticals at the Other spacing,

Doubles.

If “Doubles” is checked, all verticals, not perimeters or nogs, will be doubles

Engineering.

Gauge Weight. This displays the code of the tray width, wall height, gauge and tensile strength of the tray section. The menu arrow gives access to the data base of other available profiles and tensile strengths. To view the entries in the database, click on the menu arrow.

(Setting up, and using the data base, is covered further in the chapter under “Weights”)

Joists

Frame Items. Miscellaneous Joist Separation.

Joists are spaced across the floor plane at the fixed spacing set in the “Joist Separation” setting The measurement is a centre to centre spacing.

Note. The last joist at the edge of the plane will not be formed, and must be manually drawn. Section wall height.


This setting is used by the program, to calculate the required reduction in the length of a member, when it enters another at an angle. The 400 series profile has a 38mm flange. The 500 series profile has a 46mm flange. The 700 series profile has a 38mm flange. End Adjustment.

This is the clearance automatically allowed at the junction joists.

User Group.

This box displays the user code of the user group the panels will be associated with. The menu arrow, gives access to the user defined data base of user groups codes and their associated description. The description of the frames chosen for the selected user group is displayed in the panel below.

To view the entries in the data base, click on the menu arrow.


This area will display the entries above, when the default “set” files are being created. During a project, when a joist is selected and it’s properties viewed, under the “Misc” tab the square area of the joist, the quantity of steel used in the joist, and its weigh will display.

Export to RF

By default, “Export to RF” will be checked. Un-checking “Export to RF” will convert the frame to the “Non RF” category and the frame will not be sent to the roll former for production. This enables frames to be created to represent structural steel items, ducting etc. These frames can be coloured differently to represent their function in the project. Colour Pallet.


A new Default colour can be selected. Click “OK” and the new default panel and plane colour will be applied. Note. If the default colour is changed part way through a project, any new panel will adopt the new colour. Existing panels will remain at the colour they were created. All planes will adopt the new colour. Individual panels can be selected in “Project” and have their colour modified. Layout.

Depth. The default joist depth setting for each individual floor level is taken from “Wall Designer Settings”, “Levels” When Joists are selected, and their properties viewed, the depth setting for those joists will display. This setting can be altered, to alter the depth of the selected Joists.

Brace Pitch. This is the default pitch of the lattice members in the joist. Engineering.

Gauge Weight.

This displays the code of the tray width, wall height, gauge and tensile strength of the tray section. The menu arrow gives access to the data base of other available profiles and tensile strengths. To view the entries in the database, click on the menu arrow.


Plate Type. Number of Plates Plate thickness Restraint Spacing. These entries are in preparation for the Joist Engineering, and are not active at this time.

Roof.

MISCELANEOUS. Back to back separation.

This setting is the clearance allowed between all back to back members in a roof frame. Settings of 1/10 mm are allowed EG. 2.6 Section wall height.


This setting, is used by the program to calculate the required reduction in the length of a member, when it enters another at an angle. The 400 series profile has a 38mm flange. The 500 series profile has a 46mm flange. The 700 series profile has a 38mm flange. End Adjustment.

This is the clearance automatically allowed at the junction of roof frames.

Thickness.

This is the width of the tray. EG. 63, 70, 76, 90, 140. Items Locked.

When a panel or plane is selected, and their properties viewed, the lock status will display. Locking a ceiling plane, before the panel is created in project, will prevent the panel from being created. Unlocking the panel or the plane in its properties will unlock the panel. User Group.



When a User Group has been selected, a description of the frames in that group will display.


This area will display the entries above, when the default “set” files are being created, or if a Gauge / Weight has not been allocated to a selected frame. During a project, when a frame is selected and it’s properties viewed, under the “Misc” tab the square area of the frame, the quantity of steel used in the frame, and the weight of the frame, will display.

Export to RF



A new Default colour can be selected. Click “OK” and the new default panel and plane colour will be applied. Note. If the default colour is changed part way through a project, any new panel will adopt the new colour. Existing panels will remain at the colour they were created. All planes will adopt the new colour. Individual panels can be selected in “Project” and have their colour modified. Defaults.

Brace Pitch, This sets the brace pitch of any “K” bracing put into the roof panel.

Horizontal

Even spread.

This option places the horizontal items (Nogs / purlins) evenly spaced within the available space, to a maximum spacing of the amount set. In the example, 900mm.

In raked frames, the spacing is calculated from the highest part of the frame. Fixed Spread. Special Note ScotSteel displays, and only measures from the flat face of “C” sections. Allowance must be made for the orientation and width of the flanges when the frame is required for edge fixing of linings.

This option places the first horizontal from the bottom at a set height. In the example 600 The second at a set height above the first. In the example 800. And the remainder set at the fixed spacing specified. In the example 1000.

Alternate spacing.

Checking “Alternate spacing” will place the horizontals at alternate heights with the amount of difference specified in the setting box. In the example 50mm. The lower horizontal will be placed at the horizontal setting set.

Minimum Length.

Setting a length in the text box causes the program to automatically delete any horizontal nog, that length or shorter to be deleted. To delete short nogs in hip roof panels the setting can be set higher than for other panels. Minimum length set at 120.

Minimum length set at 200.

VERTICAL.

Even Spread.

Selecting this setting will place the verticals evenly spaced, at a spacing no greater than the Max set. (In the example 900.

Fixed spread.


This will place the first vertical at the 1st spacing from the end of the frame (800), and all other verticals at the Other spacing (900).

Doubles.

If “Doubles” is checked, all verticals not perimeters will be doubles

Engineering.



Support.

Miscellaneous. Back to back separation.

This setting is the clearance allowed between all back to back members in a support frame. (except double lintel plates which have a separate setting) Settings of 1/10 mm are allowed EG. 2.6. ( Section wall height.


This setting is used by the program, to calculate the required reduction in the length of a member, when it enters another at an angle. The 400 series profile has a 38mm flange. The 500 series profile has a 46mm flange. The 700 series profile has a 38mm flange. End Adjustment.

This is the clearance automatically allowed at the junction of support frames.

User Group.



When a User Group has been selected, a description of the frames in that group will display.


This area will display the entries above, when the default “set” files are being created, or if a Gauge / Weight has not been allocated to a selected frame. During a project, when a frame is selected and it’s properties viewed, under the “Misc” tab the square area of the frame, the quantity of steel used in the frame, and the weight of the frame, will display.

Export to RF



A new Default colour can be selected. Click “OK” and the new default panel and plane colour will be applied. Note. If the default colour is changed part way through a project, any new panel will adopt the new colour. Existing panels will remain at the colour they were created. All planes will adopt the new colour. Individual panels can be selected in “Project” and have their colour modified. LAYOUT.

Lintel height. This setting is the height the lattice lintel will occupy in the support frame. Setting of 400.

Setting of 1200. (Available space 1163)

Setting of 0 (Single lintel plate must be unchecked)

Brace pitch.

This is the approximate angle of the lattice brace items.

50 deg setting.

70 deg setting.

Single lintel plate,

Checking this box will instruct ScotSteel to use a single lattice lintel plate. For structural reasons the programme will also default to an “Aligned lintel” , where the jack studs align with the apexes of the lattice.

Unchecked, the program constructs a lintel with double “C” sections at the top of the lintel. And jack studs set to the Stud layout.

Lintel Gap.

The example shows a setting of 1mm. Because the clearance between Back to Back top lintel plates is usually the only situation where the clearance is under compression, a special case is made where the clearance can be kept to a minimum, while all other Back to Back clearances can be set to a setting that makes for easy assembly. 1mm “Lintel Gap” settings for thinner material is usually sufficient, but 2mm may be required for thicker (above 0.75). Stud gap.

The stud gap setting is used with double lintel plates, and “0” lintel height, to space the studs evenly across the support frame with a maximum spacing of the setting entered. ( in the example 600mm)

This setting is not used with a single lintel plate, because the studs will align with the apexes of the lattice triangles.

Engineering.



Walls.

The LH side display shows the various categories of settings available in the Panel type. Lintels Lintel Height. This is the vertical height of lattice that will be created within the clear space available above an opening. The lintel Height may be set to a greater height than the space available. The amount added to the available space should be limited to a maximum of 20mm, because a greater excess will cause the lintel to form incorrectly. Available Space 400mm. Lintel height set to 415.

Available space 400mm Lintel height set to 700mm

Available space 400mm Lintel height set to 300

Available space 400 Lintel height set to 0 If the lintel height is set to “0”, “Single lintel plate” must be unchecked, or no top jacks will be created.

Brace pitch This setting determines the angle the web members will be placed at in a lattice beam or lintel. The “ Brace pitch” angle can be altered by using the increase and decrease arrows, or entering another value.

Setting 60

Setting 50

Single lintel plate.

Unchecked, the program constructs a lintel with double “C” sections at the top of the lintel. And jack studs set to the Stud layout.

Checking this box will instruct ScotSteel to use a single lattice lintel plate instead of the back to back set as the default. For structural reasons the programme will also default to an “Aligned lintel” , where the jack studs align with the apexes of the lattice.

Lintel Jack Studs

Checking the “Lintel jack studs” box will insert a jack stud, back to back with the opening stud, to provide additional support for the bottom lattice member, and to provide a stronger joint to the top lattice member if the lattice is not full height. (These jacks should be Tek screwed to the opening stud after the frames have been erected and plumbed.)

Standard Lintel

Reduced lintel

Note. If “Facing double studs” is checked, or the opening requires triple studs, “Lintel Jack Studs cannot be used with “Extend multi Stud lintels”, because the first full stud at the side of the opening will face toward the opening, the same way as the Lintel Jack.

A warning will display when both “Lintel Jack Studs”, and “Extend Multi Stud Lintels” are checked, to warn of the potential conflict.

Top lintel

Checking “Top Lintel” will cause the lattice section of the lintel to be placed at the top of the lintel.

Note. If single lintel plate is selected, the jacks will still align with the top nodes of the lattice. This will not cause a joint conflict, but will limit the magnitude of any load hung from the top of the opening.

Lintel Gap.

The example shows a setting of 1mm. Because the clearance between double top lintel plates is usually the only situation where clearance is under compression, a special case is made so the clearance can be kept to a minimum, while all other Back to Back clearances can be set to a setting that makes for easy assembly. 1mm “Lintel Gap” settings for thinner material is usually sufficient, but 1.5mm may be required for thicker (above 0.75).

MISCELANEOUS.

Back to back separation.

This setting is the clearance allowed between all back to back members in a wall frame. (except double lintel plates which have a separate setting) Settings of 1/10 mm are allowed EG. 1.6. Section wall height.


This setting is used by the program, to calculate the required reduction in the length of a member, when it enters another at an angle. EG. lattice lintels. The 400 series profile has a 38mm flange. The 500 series profile has a 46mm flange. The 700 series profile has a 38mm flange. End Adjustment.

This is the clearance automatically allowed at the junction of wall frames.

User Group.

This box can display the user code of the user group the panels may be associated with. The menu arrow, gives access to the user defined data base of user groups codes and their associated description. To view the entries in the data base, click on the menu arrow.

The user defined description of the frames chosen for the selected user group, is displayed in the panel below.


This area will display the entries above, when the default “set” files are being created. During a project, when a frame is selected and it’s properties viewed, under the “Misc” tab the square area of the frame, the quantity of steel used in the frame, and the weight of the frame, will display, if a weight has been selected from the database.

Export to RF

By default, “Export to RF” will be checked. Un-checking “Export to RF” will convert the frame to the “Non RF” category, and the frame will not be sent to the roll former for production. This enables frames to be created to represent non frame entities. These frames can be coloured differently to represent their function in the project. Colour Pallet.


A new Default colour can be selected. Click “OK” and the new default panel and plane colour will be applied. Note. If the default colour is changed part way through a project, any new panel will adopt the new colour. Existing panels will remain at the colour they were created. All planes will adopt the new colour. Individual panels can be selected in “Project” and have their colour modified. OPENINGS.

Engineering often requires double or triple studs to be placed at each side of wall openings.

Double gap The Dbl gap setting is the distance the second stud is placed from the opening stud. The example shows 100mm Double opening limit.

Usually engineering requires only openings above a certain width to have double studs. The “Double opening limit” setting is the minimum width of opening that double stud openings will apply to. Facing double studs. The default is for double opening studs to face the same way.

If required, the double opening studs can be created to face each other by checking the “Facing double studs” box.

Triple opening limit Engineering sometimes requires triple studs to be placed at each side of wall openings. This will be done similarly to a Double stud opening but back-to-back studs will be inserted as the second studs The “Dbl gap” will also apply to the “Triple stud opening”.

Usually engineering requires only openings above a certain width / stud height to have triple studs. The “Triple opening limit” setting is the minimum width of opening that triple stud openings will apply to.

The above example shows settings that will provide single stud openings up to 1250mm, Double opening studs from 1251mm to 2000mm, and Triple opening studs above 2000mm. Extend Multi Stud Lintels.

Checking “Extend Multi Stud Lintels” will only affect double or triple stud openings. It will cause the lattice lintel to pass over the opening stud, and extend to the second opening stud.

Note. If “Facing double studs” is checked, or the opening requires triple studs, “Lintel Jack Studs cannot be used with “Extend multi Stud lintels”, because the first full stud at the side of the opening will face toward the opening, the same way as the Lintel Jack.

A warning will display when both “Lintel Jack Studs”, and “Extend Multi Stud Lintels” are checked, to warn of the potential conflict.

HORIZONTAL

Even spread.

This option places the horizontal items (Nogs) evenly spaced within the available space, to a maximum spacing of the amount set. In the example, 700mm.

In raked frames, the spacing is calculated from the highest part of the frame.

Fixed Spread. Special Note ScotSteel displays, and only measures from the flat face of “C” sections. Allowance must be made for the orientation and width of the flanges when the frame is required for edge fixing of linings.

This option places the first horizontal from the bottom at a set height. In the example 600. The second at a set height above the first. In the example 800. And the remainder set at the fixed spacing specified. In the example 1000.

Raked walls will divide to the highest point of the panel.

Alternate spacing.

Checking “Alternate spacing” will place the horizontals at alternate heights, with the amount of difference specified in the setting box. In the example 50mm. The lower horizontal will be placed at the horizontal setting set.

Minimum Length.

Setting a length in the text box causes the program to automatically delete any horizontal nog, that length or shorter, to be deleted.

VERTICAL.

Even Spread.

Selecting this setting will place the verticals evenly spaced between the fixed members of the frame. (Openings, Partitions etc.), at a spacing no greater than the Max set. (In the example 600.)

Fixed spread.


Fixed spread has 2 options. Full frame unchecked. This will place the verticals at the 1st and Other settings, starting the sequence again after each fixed vertical position. (Openings, Partitions etc.), This setting is suitable where verticals are set to interior sheet sizes.

Full frame checked,

This will place the first vertical at the 1st spacing from the end of the frame, and all other verticals at the Other spacing, ignoring fixed verticals, (Openings, Partitions etc.), This setting is suitable where verticals are set to exterior sheet sizes.

Truss Align, Support Align, Joist Align.

“Truss Align” When “Truss Align” is checked, a settings box appears next to it, where a max setting can be entered. Studs will be aligned below the truss layout according to whether “Centreline Stud Alignment” is checked (in “Project Settings” “General”) with a maximum spacing as set in “Max” Example. If the trusses are at 900 centres and the max setting is 1000.

If the trusses are at 900 centres and the max setting is 600.

A vertical will be placed centrally between the trusses. Any area beyond the trusses will have the verticals evenly spaced at a maximum of 600 centres. “Support align” When “Support Align” is checked, a settings box appears next to it, where a max setting can be entered. Studs will be aligned below the supports on the same level, according to whether “Centreline Stud Alignment” is checked (in “Project Settings” “General”) with a maximum spacing as set in “Max”

In the example, the studs will align with the supports, and the spaces between will have studs spaced at even spacing no greater than 600.

“Joist align”, When “Joist Align” is checked, a settings box appears next to it, where a max setting can be entered. Studs will be aligned below the joists according to whether “Centreline Stud Alignment” is checked (in “Project Settings” “General”) with a maximum spacing as set in “Max” Note. The studs on level 1 will align with the joists on level 2.

Support Aligned Wall

Doubles.

If “Doubles” is checked, all verticals not concerned with openings and partitions, will be doubles.

Frame Origin Sizes

When a frame is selected, it’s origin (start end) can be identified by a green rectangle.

A selection can be made from the list. None.

Small,

Medium.

Large.

Confirm rebuild after changing properties.

Any change to set files, and certain planar changes require the panel to be rebuilt for the change to take effect. Checking the “Confirm rebuild after changing properties” box will cause the program to show a prompt if the required rebuild is not instructed.

The rebuild can be accepted or declined as required.

Wall Joint studs.

Most walls will have wall joint studs to provide fixing for interior linings, therefore the box is checked.

If these studs are not required, uncheck the “Wall Joint Studs” box.

Wall joint Studs

Min perimeter item length.

Sometimes a frame is created that has a perimeter item that is too short for the system to construct properly. The “Min perimeter item length” setting prompts the software to warn when a perimeter item of the set length or shorter has been created, when the “Wall plan and frame test” is performed. .

Corner Brace distance.

Corner braces can be inserted into frames to aid their stability during transportation and erection.

The corner brace distance is the horizontal or vertical distance to the centre of the brace. In the example 300.

Engineering.



Roof.

The Roof tab contains the default settings that roof planes will be built to. Note. Select the type of roof to be created FIRST. Other settings in the “Roof” section will alter to reflect the roof type selected.

Pitch, This is the roof angle in Degrees. If the roof slope has been specified as a gradient (EG. 5 in 12 ) it can be automatically converted to the pitch angle by clicking on the “Calculate” button. A text box appears where the gradient is entered.

In the example 5 in 12.

Click OK and the pitch will be calculated.

Soffit. This is the horizontal distance of the soffit overhang.

Because the top face of the roof panel protrudes beyond the roof plane it is often desirable to reduce the soffit by the amount of the protrusion. This can be automatically calculated and allowed for by checking the “Soffit reduction for vertical fascia”, box.

Plane Soffit width Actual

panel overhang

The amount of the reduction is displayed. In the example 25deg pitch with a 90mm roof panel requires a reduction of 38mm. This is now Automatically allowed, when the roof planes are built. Note. “Soffit Reduction for Vertical fascia”, would not be used with trusses, because the trusses are created below the roof plane.

Gable overhang.

This is the amount of the planar overhang at the gables. Because this is flat, no reduction is necessary.

Cantilever. (Truss roof)

Setting a cantilever allows the truss heel to be placed anywhere between the wall line and the fascia line. The software automatically raises the roof planes to the correct height for the cantilever setting. Example. 600 soffit. 0 cantilever, 110 heel height.

600 soffit, 300 cantilever, 110 heel height.

600 soffit, 600 cantilever, 110 heel height.

Cantilever. (Panel roof) To cantilever panel roofs, the settings are as above, (with or without “Soffit reduction for vertical fascia”. Note, The ceiling panels must be manually extended to the cantilever position. “0” cantilever.

300 cantilever.

600 cantilever.

Note. Cantilevering panel roofs may require the addition of a support frame at the plate line, to prevent loading the ceiling overhang.

Cantilever. (Hybrid Roof)

Cantilevering hybrid roofs is a combination of the 2 types above. Any soffit reduction for vertical fascia must be done manually after the roof plane height has been adjusted. (Building Hybrid Roofs is covered later in the manual)

Support frame

Soffit reduction for vertical fascia

Truss Heel Height.

The Truss heel height is primarily used to set the heel height for a truss roof. The truss heel height is the distance from the top of the top chord, to the bottom of the bottom chord, at the outside edge of the heel. The heel height is pitch dependant, and must be set to a distance that prevents a collision between the top and bottom chords A general guide to truss heel heights is that 110 will suit pitches up to 25 deg, 115 will suit to 35 deg, and 120 above 35 deg. Entering 0 as a heel height will cause Truss Plus to create a joint without a vertical, and at the minimum the pitch will allow. This will create the top chord of the truss above the roof plane height, and the trusses in TrusPlus will not correspond to the profile in ScotSteel.

Truss Heel height

Avoid collision

Note. If “Panel Roof” or “Hybrid Roof” is selected, the heel height will be greyed out. In these options the heel height is set by the thickness of the ceiling panels, the pitch of the roof, and with Hybrid, any Purlin thickness entered, and is automatically calculated by the software.

Level (X) Stud height.

The “Level … Stud height” is display only, and will show the default stud height set in Wall Designer.. Floor Levels for the last level viewed in Wall Designer.

Roof plane height

Auto Roof Speed.

The auto roof speed slide, controls the rate at which the auto roof takes place. Sometimes, with complicated roofs, the auto roof cannot cope with the final jointing of the planes at the ridge. Hitting the “Esc” key will stop the auto roof, and the planes can then be manually joined.

Type.

Note. Select the type of roof to be created FIRST. Other settings in the “Roof” section will alter to reflect the roof type selected.

Purlin Thickness.

Purlin thickness is only active, when “Hybrid Roof”, has been selected. Enter the Purlin thickness if required. The Purlin thickness is the square height of the Purlin. (In the example 45 ) (See Chapter 15, “Creating Hybrid Roofs”)

Default Drop Type.

Purlin Thickness

The Default Drop Type, only becomes active when, “Truss Roof” has been selected as “Type”. Selecting the particular type of roof to be constructed, will display the truncated truss drop distance in the, “Drop Distance” box. The Drop Distance is automatically calculated using the pitch, Default Drop Type, and any Purlin thickness if, “Hybrid Roof” is selected.

Note. Even though Truss Roof is selected as Type, the Panel Hybrid drop distance will display, if selected. The only options that apply to “Truss Roof” are “Extended Jack Top Chord”, “Extended Corner Jacks”, and “No Jack Extensions”.

Printing.

This tab contains the print settings for fonts, styles, scales, and spacing.

Print Preview. Ticking the “Print Preview” box, will produce a print preview before each print, where the desired print can be checked.

Scale.

Checking the “Scale to fit” box will scale the various prints to fit the page size selected. Wall designer wall plans.

Print screen view will print what is displayed on the screen.

Print frame group will adopt the scale setting which will become available to alter when the scale to fit box is unchecked.

To alter the scale, select a new value from the menu.

50 to 1

150 to 1

Print Frame detail by group will print 1 frame per page, to the scale selected. 50 to 1

100 to 1

Font.

This section allows the setting and style of the print font. (The screen font is set in the next tab) Various fonts are available from the menu.

A preview of the selected style will display.

Trusses in Detailed Frame Print.

Checking “Trusses in Detailed Frame Print.” Will print the truss positions and the loads they apply to the wall in a “Print Frame detail By Group”.

Note. The trusses must have passed through the engineering package to obtain the loads on the wall.

Example.

The trusses in the example above have been engineered, and their loads on the walls obtained.

A “Print Frame detail By Group”. of the selected wall is shown below.

Selected Wall

Loads at bearings 1 and 2

Monochrome wall plans,

Checking ‘Monochrome wall plans” will print all Screen Views, in black and white.

Frame printing.

Truss positions

Truss loads in Newtons

Frame separation. This is the distance between frames in “Print frame group” Care must be taken when printing small frames that sufficient distance is allowed between frames to accommodate the frame size printed below. Line width. This governs the print width of the lines. The fill style is the hatch style of plates, L-Headers, braces etc,

Checking frame dimensions will print the OA dimensions of frames in “Print frame group”

Checking Plates / straps / braces, will display plates, straps, braces, etc on “Print frame group”

Margins.

These settings will control the margins around the frame prints and will vary with different printers.

Two details per page.

When ‘Print Frame detail By Group” is selected, checking “Two details per page” will print 2 detailed panels per page.

Note. The correct scale must be chosen to enable the panels to fit the page.

Font.

This tab sets the Screen display font. (The print font is set in the previous tab) Different font types can be selected from the menu.

A sample of the chosen selection will display.

White rectangle behind frame dims.

Checking this box will produce a white rectangle behind the frame dimensions, which can enhance the clarity of the dimension.

Weights.

Data Base. This section displays the data base of tray weights per gauge and width. This data base is stored in C:\Program Files\SCS\Design (Weights.dat) Note. “The Weights” section is being developed to process the sections specified by the engineering into individual tray width, gauge, and tensile strength, specific files for the roll former. The Gauge codes are not alterable. They are the same format that is used by the engineering, and after development, will trigger a reminder at the roll former specifying the coil type that should be being run for the panels in the file. The number of entries in the data base can be reduced considerably, by deleting un-necessary entries. See “Delete row” button, further in the section. Altering the coil weights. The coil weights have been established by SCS, based on the available coil. It is the users responsibility to confirm these weights. The weights are not alterable in the “Weights” tab, but can be altered by opening the Weights.dat file, which is in C:\Program Files\SCS\Design, with Notepad.

The last section in the .dat file contains the coil weight entries.

The number after the = sign is the weight of the coil per metre.

If a weight is changed, the file must be saved.

Delete row button.

The installed Weights.dat file contains all of the tray widths available in all tray thicknesses and tensile strengths. Most of the entries will not apply to any individual operator, so the excess entries should be deleted to eliminate confusion. To delete an entry, select the row, and click the “Delete Row’ button. Warning. Each width and gauge, is listed in both G350 and G550 where applicable. Make sure the correct entry is being deleted. Multiple entries cannot be selected for deletion. The Weights.dat file will be updated when the “OK” button is clicked.

Up/Down arrows.

These can be used to move any selected cell, up or down one place in the list. More

Clicking the “More” button will access additional data bases of weights of, L-Headers.

Strapping

Bracing,

and Bucking.

Saving and distributing the Weights.dat file. Once the Weights.dat file has been customised to the company needs, a copy of the file should be saved to a reserve location. After future installations it can be used to overwrite the installed file, and distributed to other members of the company to customise their installation.

User Groups,

This tab accesses a data base of user defined user groups. This data base is stored in C:\Program Files\SCS\Design. The User group name section is the user defined name to identify the user group. The Description is a reminder of the frame types contained in the user group. NOTE. Frames can be exported to the roll former in their user groups. Additional entries can be made, by using the UP/DOWN arrows on the keyboard.

Services.

This section contains entries that control the display size, and positions of service holes that are placed in frames, either, automatically, or by using the “Add Services to the Frame” tool.

Sizes

Service holes are displayed as rectangles, and the display size can be set by altering the width and height settings. (This has no affect on the actual size punched) The large service hole is only available on the 700 series Roll Formers. ( When a plumbing tool head is fitted )

Positions.

These are the positions the small service holes will be punched in a frame, when the “Add Services to the Frame” tool is used, or “Add to all wall frames” is checked. Vertical Position From base. This is a list if the small service holes centre positions measured from the bottom of the frame in vertical members. (In the example 400, 1100, and 2149) Where the height of a service hole will place it through lattice members, solid braces, and jacks, the hole will be inserted.

Horizontal Position. From Start. These are the positions from the start end of a frame, that a line of small service holes will be placed vertically in a frame.

Braces. Checking “Braces”, will place a small service hole in the centre of each brace member. At Centre. Checking “At Centre” will place a small service hole in the centre of each horizontal member, including the perimeters.

Hide Services.

If large numbers of service holes are inserted into a project, considerable graphics resources will be used, which will slow the display. Checking “Hide Service Holes” prevents the service holes being displayed in the screen view. The service holes will still be exported with the frames.

Use Notches instead.

If the panels are to be filled with light weight concrete after assembly, checking the “Use Notches Instead” box will cause all of the automatically inserted service holes listed in this tab, to be replaced with notches. This enhances the ability to fill the wall.

Add to all wall frames.

Checking “Add to all wall frames” will automatically add small service holes, ( unless “Use Notches Instead” is checked), to all future frames created, and any existing frame that is rebuilt. Service holes will not be added to any frame created before “Add to all frames” is checked. Note. If “Add to all wall frames” and “Hide service holes” are both checked, a warning will appear when The Design program is first opened.

Note. Service holes can be added to existing frames without rebuilding, by selecting the frames in Project view, and clicking the “Add services to the frame” tool on the left hand tool bar.

Trusses.

The trusses tab contains the profile size, truss spacing, snapping and naming settings for trusses. The graphic shows where the truss profile measurements are taken from.

Truss spacing. Is the default centre to centre spacing of the trusses.

Profile height Is the height of the profile. Current roll formers produce a profile 52mm high.

Profile width. Is the profile width overall the lips. Current roll formers produce a profile 68mm wide.

Flange width Is the width of the top flange. (40mm)

Minimum Span. Is the minimum length of the bottom chord, that the trusses will be created. Attempting to create a truss with a shorter bottom chord, will cause the truss to be deleted.

Snaps.

Snap to truss end. Checking “Snap to truss end” will cause any truss drawn within the snap range of the end of another truss, to snap to that truss.

Truss being drawn will snap to adjacent truss

Truss being drawn will snap to opposite truss

When truss is trimmed to here, it will be opposite J11

Snap to ceiling. Checking “Snap to ceiling” will cause any truss that is drawn parallel to, and within the snap range of a ceiling edge, to snap to the ceiling edge. The centre of the truss will align with the ceiling edge. The snap range is controlled by the slide next to snap to roof point. (This will only display when either “Snap to ceiling”, or “Snap to roof point” is checked.)

Truss being drawn

Ceiling edge

Snap to Roof Point. Checking “Snap to roof point” will cause any truss that is drawn next to, and within the snap range of a roof point, to snap to the roof point. The centre of the truss will align with the roof point. The snap range is controlled by the slide next to snap to roof point. (This will only display when either “Snap to ceiling”, or “Snap to roof point” is checked.)

Snap to Angle.

Truss being drawn

Roof point

Checking “Snap to Angle” will cause the trusses to snap to the standard or custom angles set in “Wall designer Settings” “Snap settings”

Naming.

Truss Kind naming. Checking, “Truss Kind Naming” will name trusses with prefixes that define their type. The numerical sequences that follow the prefix will be in the order they were created. G Girder. J Jack. CJ Corner Jack C Common S Saddle Un-checking “Truss kind naming” will name the trusses with the prefix entered in the “Truss naming Prefix” box, and in the order they were created.

Changing the prefix. The truss naming prefix can be changed at any stage during the creation of the trusses. When the prefix is changed, the “Rename All” button will become active.

Clicking the “Rename all” button will rename the existing trusses to the new prefix. A warning box will appear confirming the rename.

If the prefix is changed, and “Rename All” is not clicked, all future trusses created will have the new Prefix, and the numbering will begin again from 1. Show distance to nearest ceiling line. If “Show distance to nearest ceiling line”, is checked, when a truss is selected, it will display a measurement from its centre, to the nearest ceiling line. This dimension may be selected to move the truss.

ScotHelp.

This section is under development, and not currently in use.

Exporting.

ScotSteel only exports EP2 roll former files. ScotSteel is backwards compatible If an EP2 export file is required from an old project, it can be opened in the latest ScotSteel and an EP2 file exported. Special Note. If any difficulty is encountered opening an old SDP file to create an EP2 export, send the INT, ENT, or EPF file to Scottsdale Construction Systems for an EP2 conversion.

DXF.

Text Size. This allows for the text size if the DXF to be set. Hole Size. This sets the size of the orientation hole in the DXF. Use rotated wall labels. With “Use rotated wall labels”, unchecked, wall labels are orientated from the bottom.

With “Use rotated wall labels”, checked, wall labels are orientated from the inside.

CSV.

Checking the “Net wall Areas” box will include the net wall area of each panel in the CSV export.

Engineering Environment. Engineering Environment settings, will default to the settings that were saved with the project when an existing project is opened. If a new project is opened, the Engineering Environment will have all settings deleted, and open as a blank file.

Setting up job Engineering Environment files. Design wind loads, snow loads, and building use, are specific to each job, and reflect the particular environment the job is to be constructed in. To set the job engineering environment, click “File”, “Engineering environment”.

(On some systems, Excel will open and then automatically minimise. If this happens, click on the Excel icon to maximise again)

A spreadsheet will open at the general properties, where the job name, a job number, job address the name of the detailer, and the company the job is being done for, are entered. The version number of the engineering software being used is also displayed.

Simplified Environments.

Simplified Environments, is designed to accommodate users conforming to Australian codes, who are familiar with the use of the “Steel Framing Systems” manual, and must be used in accordance with the criteria specified in that manual. To ascertain what wind region to enter, refer to the “Steel Framing Systems” manual.

NOTE. Simplified environments are only allowed when certain criteria are met. It is a Residential Building The building has a maximum plan dimension of 16m The building has a maximum roof pitch of 35 degrees The limitation acceptance is confirmed by checking the confirmation boxes. Note. The limitations listed above do not constitute the complete list. Refer to the “Steel Framing Systems” manual for the full list of criteria.

Select the appropriate simplified environments wind region. (In the example N4)

Select the roof type. ( In the example ‘Sheet roof”)

If it is decided to abandon the simplified environments, and complete the custom environments, click the “Cancel and set-up custom environments” button, and the software will return to the General screen.

To proceed with the simplified environments, Click, “Proceed with Simplified Environments”. A warning will appear, stating that the chosen course may not be efficient,

To proceed, click “OK” and the software will go directly to the environment report section.

The software has populated the data fields with general values. Example, the wind screen below

If custom environments are to be entered, double Click “Next” and the first General Properties screen will open.

Function of the proposed building

Clicking inside the entry cell will produce a menu.

Select the function of the proposed building. (In the example “Residential Dwelling”).

Number of Stories

Clicking inside the entry cell produces a menu.

Select the number of stories from the list. ( in the example 2)

Is Building Enclosed.

The above setting is a job setting. It covers the general condition created by the design of the structure. Most buildings will be classed as enclosed, unless they are in cyclonic regions. Special conditions governing the design of veranda roofs, attached carports, internal carports, etc. are dealt with, by applying the necessary environmental factors to only the frames and panels concerned. A building which has a number of significant, permanent openings in its perimeter, is classed as open. In special circumstances, where there are smaller permanent openings in one wall only, consult an engineer. In Cyclonic regions, unless exterior cladding and windows meet certain impact resistance criteria laid down in the code, the building must be considered as open. This is because possible damage from flying debris, may break windows and/or cladding, turning the building from being enclosed, to open. Most buildings in cyclonic regions will be classed as open. Free standing carports, and structures with only one or two walls, are classed as canopies. The job setting should be set to “Open”. The “Canopy” classification will be given to the panels on an individual basis, and will override the job setting. Clicking “Yes” will enter “Enclosed”

Clicking “No” will enter “Open”.

Click “Next” to move to the second General Properties screen.

Roof Pitch.

The roof pitch must be entered in Degrees. Round pitches that contain decimals to the nearest whole degree. (EG. 22.5 deg rounded to 22 deg) For roofs with a single pitch, enter the pitch in both “Max” and “Min” boxes. Buildings with multiple roof pitches, enter the highest pitch in the “Max” box, and the lowest pitch in the “Min” box.

Roof Shape.

Select hip or gable, from the menu. Note. Hip roofs that contain a number of dormer windows etc, should be considered as gable roofs. When in doubt, select gable. Click “Next” to move to the Third General Properties screen.

Building Width.

Building Length.

Enter the building width and length in millimetres. Note. The length and width are measured as an elevation viewed at 90 deg from the longest walls on each side.

Average roof height. Hovering over the ‘info” button will demonstrate how the measurement is taken.

Enter the height in millimetres.

Width

Length

Click “Next” to move to the first wind calculation screen.

Apply wind load.

Do you need to apply a wind load to the building. The answer will normally be “Yes”. If “No” is clicked, the software will move on to the first Snow screen.

If “Yes” is clicked,

and the design wind is known, click the top button. This will open a window where the Ultimate and design service wind speeds can be entered. Note. The DESIGN wind speed is the wind velocity that will be applied to the structure, after all environmental factors have been applied. It will be calculated as a “Service Design Wind Speed”, and an “Ultimate Design Wind Speed”. These wind speeds should be given to the designer by an authorised authority, such as an Engineer.

Click “Yes when the entries have been made, and the software will move directly to the “Snow” calculation section.

For the software to calculate the design and ultimate wind speed, double click the lower button.

The software will move to the wind calculation sheet 1

Wind Region. Click the “Select” button, and a window will display, showing maps of New Zealand and Australian wind regions.

Click on the map at the job location, and the appropriate wind region for the position will change to RED, and be selected.

If the job is in an area other than NZ/AUS, click the “Not on the map but I know the regional wind speed” button, and you will be taken to the window where the Regional wind speeds can be directly entered.

Terrain Category The wind velocity close to the ground is influenced by the terrain it is passing over. Selecting one of the categories shown below, will apply a factor to the regional wind velocity, that is calculated for that terrain type. Clicking the “Select” button will display the terrain category options.

Cursor clicked here

Region selected

Click on the picture of the required category to select it. The selected category will display beside the “OK” button. Click “OK”

Click “Next” and the wind calc terrain window will open.

Terrain Profile

Land with a slope of 3deg (1 in 20) or less, is deemed to be flat land. Click the button that represents the job site terrain. Site on terrain not steeper than 1:20

Clicking this button will move to screen 3.

Site on a hill steeper than 1 in 20.

Clicking the “Site on a hill steeper than 1 in 20” button will display the hill profile screen.

Enter the hill profile measurements in the boxes with Red text. The measurements are in meters. Note. The height of the feature, is measured from a point at its base, where the slope exceeds 3deg (1 in 20), to a point at its top where the slope is less than 3deg (1 in 20) For engineering purposes, the terrain between the base point, and the crest, is drawn as a straight line. If the screen has been filled in error click “Cancel”, and the software will return to the previous screen. Click “OK” and the software will move on to the next wind calc screen. Site on escarpment steeper than 1 in 20.

Clicking on the “Site on escarpment steeper than 1 in 20” button will display the escarpment profile screen.

Enter the escarpment profile measurements in the boxes with Red text. The measurements are in meters. Note. The height of the feature, is measured from a point at its base, where the slope exceeds 3deg (1 in 20), to a point at its top where the slope is less than 3deg (1 in 20) For engineering purposes, the terrain between the base point, and the crest, is drawn as a straight line. The distance ”X” need not exceed (2 x Lu), because this places the building beyond the escarpment zone. If the screen has been filled in error click “Cancel”, and the software will return to the previous screen. Click “OK” and the software will move on to the next wind calc screen.

Is the site within a Lee Zone. Lee zones are only found in New Zealand. Click the “Select” button.

Click on the site location, if the job is in New Zealand. If it is in a lee zone, (red zones), “Yes” will display. If located elsewhere click the “Regions other than New Zealand”. “No” will display. Click, “OK”. If No is displayed, the 2 lower boxes in the window are not applicable, and should remain blank. If an entry is accidentally made, it will greyed out and ignored by the software.

If “Yes”, the distance from the crest of the range in Kilometres, and the site elevation above sea level in meters, must be entered.

Click ‘Next” and the first of the Snow loading calc screens will display.

Snow Loading.

Apply snow load

. Do you need to apply snow load to the building. If “No” is clicked, the software will move on to the first “Dead and Imposed (live) load” screen.

If “YES” and you have been given the Design Snow Load for the building, click the button.

Note. The DESIGN snow load is the load that will be applied to the structure, after all environmental factors have been applied. It will be calculated as an “Ultimate Design Snow Load”. This load should be given to the designer by an authorised authority, such as an Engineer.

This will open the screen where the Design Snow Load is entered.

After entering the value, click “OK”, and the first “Dead and Imposed (live) load” screen will open.

If you have been given the Ground Snow Load for the building, click the button. Note. The GROUND snow load is the maximum weight of snow expected on the ground at the building site during a given period of time. This load will have certain factors applied to it to obtain the Design Snow Load. The ground Snow Load should be given to the designer by an authorised authority, such as an Engineer.

This will open the screen where the Ground Snow Load is entered.

After entering the value, click “OK”, and the first “Dead and Imposed (live) load” screen will open.

If the building site is in Australia or New Zealand, the Snow Load can be calculated from maps showing Snow regions and altitude information. Click the button.

The AS/NZS snow calculation screen will open.

Snow Region. Clicking the Snow region “Select” button will display maps showing the Aus/NZ snow regions.

Click on the map at the job location, and the snow region will automatically turn RED, and be selected.

NOTE. Structures situated within the dark brown “Alpine” regions, where one snowfall has not melted before the next arrives, require the Ground and Design snow loads for each structure, to be calculated by a professional engineer. A warning will display when an Alpine region is selected.

Cursor clicked here

Snow region

Click “OK”, on the warning box, and the software will move to the “Ultimate Ground Snow Load” entry screen.

Note. If the Engineer has supplied the Ultimate DESIGN snow load. Click the “Back” button to return to the snow calculation window.

And click the “Design Snow Load” button, and make the entry.

Site Altitude.

This is the altitude above mean sea level, of the building site. Use the drop down menu to select the altitude. The menu will only contain altitudes that are appropriate for the region selected.

When the selections have been made, click ‘Next”

Roof and Ceiling, Dead and Imposed (Live) load Calculation.

This is used to apply the live and dead weight of the ceiling and roof structures.

Where a roof/ceiling is being supplied by others, advice should be sought when filling in the sections, to ensure that the correct loads are being applied to any supporting walls etc. Allow For Roof.

Does the structure being engineered have a roof that needs supporting? Internal fit outs, where the roof is being supported independently will be entered as “NO”. Where the structure has, what is considered a ceiling, but no roof, enter “YES”.

Use the drop down menu, or buttons to select. If the answer is “NO” the remaining entries should remain blank.

Roof Dead load (Self Weight)

Click the “Select” button.

Make the appropriate selection by clicking the “Select” button, and the selected dead load will display next to the “OK” button. If the roof dead load is known, the value next to the OK button can be overwritten. Custom Build-ups. Two custom build-ups can be created, by filling in titles and values in either of the 2 clear examples on the right and saved by selecting “Save As”, “Excel Macro_Enabled workbook”.

and overwriting the Engineering file in C:\Program Files (x86)\SCS\Design\Engineering. The existing light and heavy build ups on the left, can be modified, and saved as above. Roof Live Load.

Pausing on the entry cell will display an advisory.

Note. Most roofs are classed as non accessible, because the only reason for access to be gained is for maintenance or repair of the roof or an appliance on it. Enter the required load. Ceiling Dead Load (Self Weight)

Click the “Select” button

Make the appropriate selection by clicking the “Select” button, and the selected dead load will display next to the “OK” button. If the ceiling dead load is known, the value next to the OK button can be overwritten. Note. Where significant amounts of electrical equipment, and/or ducting, is placed on the ceiling, it may be necessary to increase the ceiling dead load accordingly. If in doubt, consult an Engineer. Custom Build-ups. Two custom build-ups can be created, by filling in titles and values in either of the 2 clear examples on the right and saved by selecting “Save As”, “Excel Macro_Enabled workbook”.

and overwriting the Engineering file in C:\Program Files (x86)\SCS\Design\Engineering. The existing light and heavy build ups on the left, can be modified, and saved as above. . Ceiling Live Load.

This will normally be entered as “0”, unless specified otherwise. Advice should be sought, in situations where a structure has a ceiling but no roof. When the appropriate entries have been made, click “Next”

Floor, Dead and Imposed (Live) Loads.

Allow For Floor.

Select “YES” or “NO” as required. If “NO”, the remaining entries are not applicable, and should remain blank. The “Floor live Load” will display the code minimum load value, for the selected function of the proposed building.

In the example, “School, nursery etc.” was selected. This entry will be ignored.

If “Yes” is selected.

Floor Dead Load Self Weight. Click the “Select’ button.

Make the appropriate selection by clicking the “Select” button, and the selected dead load will display next to the “OK” button. Custom Build-ups. Two custom build-ups can be created, by filling in titles and values in either of the 2 clear examples on the right and saved by selecting “Save As”, “Excel Macro_Enabled workbook”.

and overwriting the Engineering file in C:\Program Files (x86)\SCS\Design\Engineering. The existing light and heavy build ups at the top, can be modified, and saved as above. Floor Live Load Floor Live Load Override

The floor live load will automatically be entered as per the AS/NZS 1170.1: code, according to the Function of the proposed building as previously entered.

If a higher value is required, it is entered in the, ”floor live override”, box. The “floor live load”, will alter its value, and display N/A, because the value is being read from the cell below.

Ceiling Dead load (Self Weight)

Click the “Select” button.

Make the appropriate selection by clicking the “Select” button, and the selected dead load will display next to the “OK” button. If the ceiling dead load is known, the value next to the OK button can be overwritten. Custom Build-ups. 2 Custom build-ups can be created, and saved by selecting “Save As”, “Excel Macro_Enabled workbook”,

and overwriting the Engineering file in C:\Program Files (x86)\SCS\Design\Engineering. The existing direct fix, and suspended ceiling build ups, can be modified, and saved as above Ceiling Live Load.

This will normally be entered as “0”, unless specified otherwise. Click “Next”

Save and Report Screen

Preview Environments Report. This will display a preview of the Engineering environments report generated from the inputted data. In the example below, only the first page is displayed

Generate Environments Report + Save and Close. This will firstly create a folder next to the already saved SDP tile. Titled, “Job Name” ”Engineering” In the example below, the job was saved as ‘Install Test”

The “Load Test” report PDF will be generated, and default to being saved inside the newly created folder. The Data entered into the environments, will be summarised, and saved to the SDP file. Subsequent opening of the job SDP file, will automatically repopulate the Excel file with the saved data. Excel will then save and close automatically.

Close. Clicking the “Close” button, will save and close the Engineering Excel spreadsheet.