STAAD.Pro Help Verification Examples V. 09 Steel DesignV. Europe V. Europe V. EC3 - Pinned column using non-slender UKC section Verify the design of a pinned column per the EC3 2005 design code.V. EC3 - Pipe Section with Conc LoadVerify the adequacy of a circular hollow section used as a beam subject to concentrated loads per EN 1993-1-1:2005 (no national annex used).V. EC3 - Simply supported laterally unrestrained beam Verify the design of a pinned column per the EC3 2005 design code. V. EC3 - Tube Section with Axial LoadVerify the adequacy of a cantilever tube section subject to axial force and bending per EN 1993-1-1:2005 (no national annex used). V. EC3 - Tube Section with UDLVerify the adequacy of a tube section used as a beam subject to a uniform load per EN 1993-1-1:2005 (no national annex used). V. EC3 Belgian NA - Channel Section with Conc LoadCalculate the bending capacity of a channel section beam under subject to a pair of concentrated load per the Belgian NA to EC3V. EC3 Belgian NA - Column with Axial LoadCalculate the axial and bending capacities and interaction ratios of a column using the Belgian NA to EC3.V. EC3 Belgian NA - I Section with Conc LoadCalculate the bending capacity of a beam subject to a concentrated load per the Belgian NA to EC3.V. EC3 Belgian NA - I Section with UDLCalculate the bending capacity of a beam using an I section subject to a uniformly distributed load per the Belgian NA to EC3.V. EC3 Belgian NA - Tee SectionCalculate the bending capacity of a beam using an Tee section subject to a uniformly distributed load and varying end moments per the Belgian NA to EC3.V. EC3 Belgian NA - Varying End MomentsCalculate the bending capacity of a beam using an I section subject to a concentrated load and varying end moments per the Belgian NA to EC3.V. EC3 French NA - Channel Section with Conc LoadCalculate the bending capacity of a channel section beam under subject to a pair of concentrated load per the French NA to EC3V. EC3 French NA - Column with Axial LoadCalculate the axial and bending capacities and interaction ratios of a column using the French NA to EC3. V. EC3 French NA - I Section with Conc LoadCalculate the bending capacity of a beam subject to a concentrated load per the French NA to EC3.V. EC3 French NA - I Section with UDLCalculate the bending capacity of a beam using an I section subject to a uniformly distributed load per the French NA to EC3.V. EC3 French NA - Tee SectionCalculate the bending capacity of a beam using an Tee section subject to a uniformly distributed load and varying end moments per the French NA to EC3.V. EC3 French NA - Varying End Mom CMM8Calculate the bending capacity of a beam using an I section subject to a concentrated load and varying end moments per the French NA to EC3.V. EC3 German NA - Built up Section with UDLCalculate the bending capacity of a beam using a built-up I section subject to a uniformly distributed load per the German NA to EC3.V. EC3 German NA - I Section with Conc LoadCalculate the bending capacity of a beam subject to a concentrated load per the German NA to EC3.V. EC3 German NA - Column with Axial LoadCalculate the axial and bending capacities and interaction ratios of a column using the German NA to EC3. V. EC3 German NA - I Section with UDLCalculate the bending capacity of a beam using an I section subject to a uniformly distributed load per the German NA to EC3.V. EC3 Malaysian NA - Channel Section with Conc LoadCalculate the bending capacity of a channel section beam under subject to a pair of concentrated load per the Malaysian NA to EC3V. EC3 Malaysian NA - I Section with Conc LoadCalculate the bending capacity of a beam subject to a concentrated load per the Malaysian NA to EC3.V. EC3 Malaysian NA - I Section with UDLCalculate the bending capacity of a beam using an I section subject to a uniformly distributed load per the Malaysian NA to EC3.V. EC3 Malaysian NA - Tee SectionCalculate the bending capacity of a beam using an Tee section subject to a uniformly distributed load and varying end moments per the Malaysian NA to EC3.V. EC3 Polish NA - Column with Axial LoadCalculate the axial and bending capacities and interaction ratios of a column using the Polish NA to EC3. V. EC3 Polish NA - I Section with Conc LoadCalculate the bending capacity of a beam subject to a concentrated load per the Polish NA to EC3.V. EC3 Polish NA - I Section with UDLCalculate the bending capacity of a beam using an I section subject to a uniformly distributed load per the Polish NA to EC3.V. EC3 Singapore NA - Channel Section with Conc LoadCalculate the bending capacity of a channel section beam under subject to a pair of concentrated load per the Singaporean NA to EC3 V. EC3 Singapore NA - Column with Axial LoadCalculate the axial and bending capacities and interaction ratios of a column using the Singaporean NA to EC3. V. EC3 Singapore NA - I Section with Conc LoadCalculate the bending capacity of a beam subject to a concentrated load per the Singaporean NA to EC3.V. EC3 Singapore NA - I Section with UDLCalculate the bending capacity of a beam using an I section subject to a uniformly distributed load per the Singaporean NA to EC3.V. EC3 Singapore NA - Tee SectionCalculate the bending capacity of a beam using an Tee section subject to a uniformly distributed load and varying end moments per the Singaporean NA to EC3.V. EC3 Singapore NA - Varying End Mom CMM8Calculate the bending capacity of a beam using an I section subject to a concentrated load and varying end moments per the Singaporean NA to EC3.Parent Topic: V. 09 Steel Design