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{info} This page is devoted to *frequently asked questions*
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This page is devoted to frequently asked questions (FAQ)

related

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[

auto

lateral

loads

|kb:auto lateral load]. {info} \\ {on-this-page} h1. Modeling and application h2. How do I assign wind

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Modeling and application

How do I assign wind auto-lateral-load

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conditions?

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ANSWER:

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Wind

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auto

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lateral

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load

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may

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be

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assigned

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as

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follows:

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  1. Define

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  1. the

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  1. wind

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  1. auto

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  1. lateral

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  1. load.

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  1. Assign wind-pressure

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  1. coefficients

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  1. using

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  1. the

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  1. Assign

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  1. >

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  1. Area

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  1. Loads

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  1. >

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  1. Wind

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  1. Pressure

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  1. Coefficients

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  1. option.

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Is it possible to apply wind load to only a specific frame object?

ANSWER: Yes, wind load may be applied to specific frame objects through the process which follows:

  1. Define a load pattern, designate the type as Wind, and specify the load as an auto-lateral-load pattern, such as with ASCE 7-05.

  2. Select Modify Lateral Load Pattern > Exposure from Frame and Area Objects > Include Frame Objects, and define wind-direction angle, along with other parameters.

  3. Designate the 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 (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.

Display

Is it possible to display auto-lateral-load application?

ANSWER: Yes, auto lateral load may be displayed. The seismic auto-lateral-load pattern applied to structural joints, for example, may be reviewed in tabular format under Model Definition > Load Pattern Definitions > Auto Seismic Loads > Table: Auto Seismic Loads to Joints.

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.