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Annotations
Attributes
Diagrams
Instances
Model
Properties
Source
Used by
Element diggs:DesignLoad
Namespace http://diggsml.org/schemas/3
Annotations
 
An applied load a design must resist, such as embankment self-weight, traffic or
other live load, a structure or slab load, a tank, a footing, a surcharge, or a
seismic or wind load, together with the limit-state classification needed to use it
correctly: what kind of load it is, whether it is permanent, variable, accidental or
seismic, and whether the stated magnitude is a characteristic, factored (design) or
quasi-permanent value. Generic to any foundation or ground-improvement design.
Diagram
Diagramgml3_2Profile_diggs_xsd_Attribute_gml_id.tmp#idgml3_2Profile_diggs_xsd_Element_gml_description.tmp#descriptiongml3_2Profile_diggs_xsd_Element_gml_descriptionReference.tmp#descriptionReferencegml3_2Profile_diggs_xsd_Element_gml_identifier.tmp#identifiergml3_2Profile_diggs_xsd_Element_gml_name.tmp#namegml3_2Profile_diggs_xsd_Element_Group_gml_StandardObjectProperties.tmp#StandardObjectPropertiesgml3_2Profile_diggs_xsd_Complex_Type_gml_AbstractGMLType.tmp#AbstractGMLTypegml3_2Profile_diggs_xsd_Element_gml_description.tmp#descriptiongml3_2Profile_diggs_xsd_Element_gml_identifier.tmp#identifierAbstractTypes_xsd_Complex_Type_diggs_AbstractComponentObjectBaseType.tmp#AbstractComponentObjectBaseTypeCommon_xsd_Complex_Type_diggs_DesignLoadType.tmp#DesignLoadType_actionTypeCommon_xsd_Complex_Type_diggs_DesignLoadType.tmp#DesignLoadType_actionNatureCommon_xsd_Complex_Type_diggs_DesignLoadType.tmp#DesignLoadType_representativeValueCommon_xsd_Complex_Type_diggs_DesignLoadType.tmp#DesignLoadType_magnitudePressureCommon_xsd_Complex_Type_diggs_DesignLoadType.tmp#DesignLoadType_magnitudeForceCommon_xsd_Complex_Type_diggs_DesignLoadType.tmp#DesignLoadType_appliesToZoneRefCommon_xsd_Complex_Type_diggs_DesignLoadType.tmp#DesignLoadType
Type diggs:DesignLoadType
Type hierarchy
Properties
content complex
Used by
Model
Children diggs:actionNature, diggs:actionType, diggs:appliesToZoneRef, diggs:magnitudeForce, diggs:magnitudePressure, diggs:representativeValue, gml:description, gml:identifier
Instance
 
<diggs:DesignLoad gml:id="" xmlns:diggs="http://diggsml.org/schemas/3" xmlns:gml="http://www.opengis.net/gml/3.2">
  <gml:description xlink:href="" nilReason="">{0,1}</gml:description>
  <gml:identifier codeSpace="">{0,1}</gml:identifier>
  <diggs:actionType codeSpace="">{1,1}</diggs:actionType>
  <diggs:actionNature>{0,1}</diggs:actionNature>
  <diggs:representativeValue>{0,1}</diggs:representativeValue>
  <diggs:magnitudePressure howDetermined="" qualifier="" uom="">{1,1}</diggs:magnitudePressure>
  <diggs:magnitudeForce howDetermined="" qualifier="" uom="">{1,1}</diggs:magnitudeForce>
  <diggs:appliesToZoneRef xlink:href="" identifierRef="" nilReason="" owns="false">{0,unbounded}</diggs:appliesToZoneRef>
</diggs:DesignLoad>
Attributes
QName Type Use Annotation
gml:id ID optional 
Database handle for the object. It is of XML type ID, so is constrained to be
unique in the XML document within which it occurs. An external identifier for the object in
the form of a URI may be constructed using standard XML and XPointer methods. This is done
by concatenating the URI for the document, a fragment separator, and the value of the id
attribute.
Source
 
<element name="DesignLoad" type="diggs:DesignLoadType">
  <annotation>
    <documentation>An applied load a design must resist, such as embankment self-weight, traffic or other live load, a structure or slab load, a tank, a footing, a surcharge, or a seismic or wind load, together with the limit-state classification needed to use it correctly: what kind of load it is, whether it is permanent, variable, accidental or seismic, and whether the stated magnitude is a characteristic, factored (design) or quasi-permanent value. Generic to any foundation or ground-improvement design.</documentation>
  </annotation>
</element>
XML Schema documentation generated by ® XML Editor.