One tensile force component a geosynthetic reinforcement layer must carry, togetherwith the load path it comes from: arching between column heads, lateral spreading,differential settlement, or their sum. The components are separate objects, repeatedonce per component, because they are different forces that one symbol wouldconflate. Both fields are required: a tension value with no stated source cannot bechecked against the right design case, and a source with no magnitude carries noinformation.
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
<element name="DesignTension" type="diggs:DesignTensionType"><annotation><documentation>One tensile force component a geosynthetic reinforcement layer must carry, together with the load path it comes from: arching between column heads, lateral spreading, differential settlement, or their sum. The components are separate objects, repeated once per component, because they are different forces that one symbol would conflate. Both fields are required: a tension value with no stated source cannot be checked against the right design case, and a source with no magnitude carries no information.</documentation></annotation></element>