The loading procedure used: one of the eight named procedures ofASTM D3966/D3966M. Use the DIGGS dictionarylateralLoadTestProcedure.xml for the list of values.
<element minOccurs="0" name="loadingProcedure" type="gml:CodeType"><annotation><documentation>The loading procedure used: one of the eight named procedures of ASTM D3966/D3966M. Use the DIGGS dictionary lateralLoadTestProcedure.xml for the list of values.</documentation></annotation></element>
The level on the element at which the lateral load was applied,given as a position. The bending moment induced in the elementdepends on the eccentricity between this level and the point offixity in the ground.
<element minOccurs="0" name="loadApplicationPoint" type="diggs:PointLocationPropertyType"><annotation><documentation>The level on the element at which the lateral load was applied, given as a position. The bending moment induced in the element depends on the eccentricity between this level and the point of fixity in the ground.</documentation></annotation></element>
Database handle for the object. It is of XML type ID, so is constrained to beunique in the XML document within which it occurs. An external identifier for the object inthe form of a URI may be constructed using standard XML and XPointer methods. This is doneby concatenating the URI for the document, a fragment separator, and the value of the idattribute.
Source
<complexType name="LateralLoadTestType"><complexContent><extension base="diggs:AbstractLoadTestProcedureType"><sequence><element minOccurs="0" name="loadingProcedure" type="gml:CodeType"><annotation><documentation>The loading procedure used: one of the eight named procedures of ASTM D3966/D3966M. Use the DIGGS dictionary lateralLoadTestProcedure.xml for the list of values.</documentation></annotation></element><element minOccurs="0" name="loadApplicationPoint" type="diggs:PointLocationPropertyType"><annotation><documentation>The level on the element at which the lateral load was applied, given as a position. The bending moment induced in the element depends on the eccentricity between this level and the point of fixity in the ground.</documentation></annotation></element></sequence></extension></complexContent></complexType>