Area Properties (including total area, area center
& moment of inertia) for Ship or Boat Cross Section
or other
Large Complex Cross Section (English Units)
Description
Computes cross sectional area properties of a complex
framing member, like a ship or boat cross
section, made up of
a numerous components (Like a
tees, angles,
and flat bars that placed on
various pieces of plate).
Area properties from this sheet can be used as a part
of the process utilized to obtain flexural stress,
average shear stress and deflection.
Electronic
Document Type: Microsoft Excel
spreadsheet Cost:
$32.00 US funds
Number of
Pages: single
sheet
Inputs:
 |
overall depth
of framing member (for all components combined) |
|
location of
assumed
neutral axis ANA (perpendicular to loading direction) |
|
For each Option One Component (flat bar or
plating
components) the following
are required: description, cross section
dimensions, distance to centroid from ANA,
radius of gyration for convenience the method
of obtaining this dimension is shown in a diagram on the spreadsheet.
The spreadsheet actually contains fifteen rows to accommodate fifteen
Option One components. With proper understanding the user may
add additional rows if necessary. Note that the example below
only shows 6 rows. |
|
For each Option Two Component (tees, angle
irons, channels, i beams, tubing, round bars or similar
sections) the following
are required: description, cross sectional
area, distance to centroid (for
determining distance to ANA), moment of
inertia about own centroidal axis. The
last three datum are normally obtained from a tables, like those
contained in the A. I.
S. C. Manual of Steel Construction.
There are 20 rows to accommodate twenty Option Two members. An
experienced Excel user may add more rows when required. The
example below only contains 5 rows. |
Outputs:
|
total cross
sectional area |
|
distance from
cross sectional area centroid to the ANA |
|
moment of
inertia of the complex cross section |
|
section
modulus of the complex
cross section |
Items Included with the Product:
|
A blank template for you to input data. |
|
A set of instructions on how to perform the
analysis. |
|
A sample calculation already filled out. It
is recommended that each cell within the sample calculation be examined
to fully grasp the techniques involved. |
|
A drawing of the sample cross section . |
|
A sheet containing the products standard "Use Terms." |
Suggested
Reading or References:
Terms:
Prior to purchase, read our End
User License Terms.
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Now:
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Minimum
System Requirements: Windows 95/98/NT/2000/XP/Vista/Windows7
Customer Comments Regarding Similar Template:
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click here.
Sample:
A sample calculation and
cross section are shown below.
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Additional Comments:
The inputs may seem a bit
complicated at first. But they are really easy to obtain and are clearly explained
within the template instructions.
To assist with this process, there is a small simple diagram located on
the spreadsheet, that shows the geometric characteristics that are
required as inputs.
This complex section spreadsheet is different in several
ways from the normal
framing section modulus spreadsheet. First it is assumed the
cross section here is expected to contain a whole lot more components.
Second, the input distances from assumed neutral axis is in "feet" rather
than "inches." Third, some of the outputs are in different units.
The output distance between the ANA and the NA is in "feet" instead of
"inches." The output moment of inertia is in units of "feet
squared x inches squared" instead of "inches to the fourth." The
output section modulus is in units of "inch squared x feet" instead
of "inches cubed." The units change was to keep the output numbers
smaller and thus more manageable. Traditional ship design practice
also follows this mixed units route for large cross sections.
For each framing component of the section the user must
select one of two options. In Option One, which applies to flat bar
and plating sections, the spreadsheet will automatically calculate the
component's cross sectional area and moment of inertia. For Option
Two, component sectional properties are required from a geometric
properties table such as those contained in the A. I. S. C. Manual of
Steel Construction. This option applies to components like tees,
angles, I beams, channels, round bar, tubing, pipe, etc.
This spreadsheet is geared toward English or Imperial units
of measure commonly used in the United States. For determining
moment of inertia and section modulus in metric units go the the
metric units ship or complex section calculation spreadsheet.
For this spreadsheet to work all the components of the
section must be of the same material. For instance a section must be
made out of all steel or out of all aluminum. Another type of
spreadsheet is required for a mixed material section (or composite
section).
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