Wire and the Wire Database
This Section Describes Creation of Wire Databases For Use With The Wire Pull Calculator.
Spreadsheet Files
Each wire database (except WireWorks) is stored as a separate Excel workbook in the wire database folder configured in the Setup dialog. The wire database files may be shared by placing the folder on a shared network drive. This forces each database to have a unique name.
Spreadsheet Tabs
Separate tabs may be used to organize wire by type or manufacturer within the wire database spreadsheet workbook, but all rows will be combined by the software into a consolidated list.
Spreadsheet Columns
These are the required columns:
- It is important to note that the ID column must have unique values as compared to all other rows in the entire workbook.
- Semicolons (;) should not be used in any wire data fields.
- After saving an update to a wire database spreadsheet while Revit is running, just open the Setup dialog and click OK. This forces the wire databases to be reloaded into Revit.
Importing Wire Information
To automatically set wire quantities and sizes for conduit runs based on feeder schedule data, the field wire Database, Wire Quantity, Wire Size, Wire Type, and Wire Insulation must be mapped to an Excel column. We also offer mapping options for Ground, Phase, and Neutral entries to be mapped to their Quantity, Size, Type, and Insulation to the same or unique Excel columns. The values supplied by these fields should match data exactly as entered in a registered wire database.
CALCULATION METHODS
Variables
D = Inner diameter of conduit, in inches
d = Outer diameter of wire, in inches
Tin = Pulling tension into a section, in pounds
Tout = Pulling tension out of a section, in pounds
w = Weight correction factor, dimensionless
u = Coefficient of dynamic friction, dimensionless
W = Total weight of cables being pulled, in pounds/ft
L = Length of straight section, in feet
@ = Rise or fall angle of straight section from horizontal, in radians
& = Angle of bend, in radians
R = Bend radius measured to inner wall, in feet
e = Base for natural logarithms, a mathematical constant ~ 2.72
SP = Sidewall Pressure in pounds/ft
N = Number of wires
C = Configuration [Single, Triangular, Cradled, or Diamond]
if # wires = 1,
configuration = Single
if # wires = 2,
configuration = Triangular
if # wires = 3,
If [Conduit Inside Diameter / Sum Wire Diameters] < 2.5, configuration = Triangular
If [Conduit Inside Diameter / Sum Wire Diameters] >= 2.5, configuration = Cradled
if # wires = 4,
If [Conduit Inside Diameter / Sum Wire Diameters] < 3, configuration = Diamond
If [Conduit Inside Diameter / Sum Wire Diameters] >= 3, configuration = Cradled
if # wires > 4,configuration = Complex
SF = Safety Factor (default to 60%)
for horizontal straight sections, Tout = w * u * W * L + Tin
for inclined straight sections, Tout = +/- W * L * (sin @ +/- w * u * cos @) + Tin
where +/- is + for rising pulls and - for descending pulls
for vertical applications, same formula applies, but can be simplified to +/- W * L
for bends, Tout = Tin * e^(w * u * &)
for weight correction factor, w
if configuration = Single, w = 1
if configuration = Triangular, w = 1 / sqrt(1 - [d/(D-d)]^2)
if configuration = Cradled, w = 1 + 4/3 * [d/(D-d)]^2
if configuration = Diamond, w = 1 + 2 * [d/(D-d)]^2
for sidewall bearing pressure, SP
if # wires = 1, configuration = Single, SP = Tout / R
if # wires = 2 or 3, configuration = Triangular, SP = w * Tout / (2 * R)
if # wires = 3, configuration = Cradled, SP = (3 * w - 2) * Tout / (3 * R)
if # wires = 4 or more, configuration = Diamond, SP = (w - 1) * Tout / R