| Wiki Markup |
|---|
| Info |
This page is devoted to frequently asked questions (FAQ) related to [ |kb:auto lateral load]. {info} \\ {on-this-page} h1. Modeling and application h2. How do I assign wind. |
On this page:
| Table of Contents |
|---|
Modeling and application
How do I assign wind auto-lateral-load
...
conditions?
...
ANSWER:
...
Wind
...
...
...
...
may
...
be
...
assigned
...
as
...
follows:
...
- Define
...
- the
...
- wind
...
- auto
...
- lateral
...
- load.
...
- Assign wind-pressure
...
- coefficients
...
- using
...
- the
...
- Assign
...
- >
...
- Area
...
- Loads
...
- >
...
- Wind
...
- Pressure
...
- Coefficients
...
- option.
...
Is it possible to apply wind load to a specific frame object only?
ANSWER: Yes, wind load may be applied to specific frame objects through the process which follows:
- Define a load pattern, designate the type as Wind, and specify the load as an auto-lateral-load pattern, such as ASCE 7-05.
- Select Modify Lateral Load Pattern > Exposure from Frame and Area Objects > Include Frame Objects, and define wind-direction angle, along with other parameters.
- Designate the specific frame objects for wind auto-lateral-load application through Assign > Frame Loads > Open Structure Wind Parameters.
How is wind load applied per BS standard?
Extended Question: For modeling a Floating Production Storage and Offloading (FPSO) unit as a 3D frame system, how would I apply wind load per BS standard? The Wave Wind form is limited to API standard, and I'm concerned that diaphragm definition would affect analysis.
ANSWER: Two options are available, described as follows:
- Define dummy diaphragms then assign each to a single point object. Each point object then becomes the location where wind load is applied. Tributary area is specified using the Wind Exposure Width Data form.
- Alternatively, use dummy area objects to apply wind loads using exposure from area objects. This may be specified using the BS 6399-95 Wind Load Pattern menu.
| Show if | ||
|---|---|---|
| ||
Question: Would you please provide an example and diagrams showing how wind auto lateral load is applied given diaphragm and area object exposure? Answer: OPEN QUESTION |
Display
Is it possible to display auto-lateral-load application?
ANSWER: Yes, auto lateral load may be displayed in a tabular format. The seismic auto-lateral-load pattern applied to structural joints, for example, may be reviewed under Model Definition > Load Pattern Definitions > Auto Seismic Loads > Table: Auto Seismic Loads to Joints.
| Show if | ||
|---|---|---|
| ||
ANSWER 2: Currently, it is not possible to display calculated wind pressures, though users may indirectly verify pressures by creating a test model. Assigning area-object exposure, for example, users may create a model with area objects located at different elevations and supported by lateral springs. Auto-lateral-load application of wind pressure on these area objects would yield spring displacements and reactions which correlate with applied pressure. VERIFY |
Formulation
How do I find the period used to calculate the auto-seismic load?
ANSWER: All parameters, including structural period, are reported in the table available through Load Pattern Definitions > Auto Seismic Load.
| Show if | ||
|---|---|---|
| ||
Related Incident:
|
| Show if | ||
|---|---|---|
| ||
TO DO: |