Application case ================= It is useful to consult the following test cases: • ssll111a: Static response of a reinforced concrete beam (T-section) with linear thermoelastic behavior, [:external:ref:`V3.01.111 `]. • ssls143a: Cantilever girder with eccentric core, [:external:ref:`V3.03.143 `]. • sdll130b: Seismic response of a reinforced concrete beam (rectangular section) with linear behavior, [:external:ref:`V2.02.130 `]. • sdll132a: Specific modes of a framework made of multifibre beams; [:external:ref:`V2.02.132 `]. • sdll150a: specific modes of an eccentric core girder, [:external:ref:`V2.02.150 `]. • ssnl119a, ssnl119b: Static response of a reinforced concrete beam (rectangular section) with non-linear behavior, [:external:ref:`V6.02.119 `]. • sdnl130a: Seismic response of a reinforced concrete beam (rectangular section) with non-linear behavior, [:external:ref:`V5.02.130 `]. • ssll102j: Embedded beam subjected to unitary forces, [:external:ref:`V3.01.102 `]. • ssnl106g, ssnl106h: Elastoplastic beam in pure tension and flex, [:external:ref:`V6.02.106 `]. • ssnl122a: Multifiber cantilever beam subjected to an effort [:external:ref:`V6.02.122 `]. • ssnl504a: Multi-fiber beam bundle [:external:ref:`V6.02.504 `]. • ssnl504b: Skeleton element subject to imposed movements [:external:ref:`V6.02.504 `]. • ssnl504c: Skeleton element subjected to loading forces, moments, temperature and gravity [:external:ref:`V6.02.504 `]. • ssnl123a: Buckling of a multifiber beam [:external:ref:`V6.02.123 `].