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    <url>
    <loc>https://civilsimple.com/articles/foundation-design/footing-stability-check-guide</loc>
    <lastmod>2026-10-09</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/footing-stability-check.png</image:loc>
      <image:title>Footing stability check - sliding, overturning and bearing capacity checks of a pad footing</image:title>
      <image:caption>The three stability checks of a pad footing — sliding, overturning and bearing capacity — decide whether the footing stays where the structure needs it.</image:caption>
    </image:image>
    
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    <url>
    <loc>https://civilsimple.com/articles/foundation-design/what-is-footing-design</loc>
    <lastmod>2026-10-07</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/footing-design.png</image:loc>
      <image:title>A pad footing under a column transferring the building load to the soil - what footing design is</image:title>
      <image:caption>Footing design — the element between the structure and the ground decides whether the building slides, tips or sinks.</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/what-is-concrete-cover</loc>
    <lastmod>2026-08-05</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/what_is_concrete_cover.png</image:loc>
      <image:title>Concrete cover diagram showing reinforcement and surface distance</image:title>
      <image:caption>Concrete cover of reinforced concrete beam</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/what-is-effective-depth</loc>
    <lastmod>2026-05-06</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/effective_depth_in_reinforced_concrete_section.png</image:loc>
      <image:title>Reinforced Concrete Section diagram showing distance between compression side and rebar</image:title>
      <image:caption>Effective Depth of reinforced concrete beam</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/what-is-neutral-axis</loc>
    <lastmod>2026-05-11</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/neutral_axis_rc_section.png</image:loc>
      <image:title>Neutral axis diagram showing section and strain relationship</image:title>
      <image:caption>Neutral axis of reinforced concrete section</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/what-is-lever-arm</loc>
    <lastmod>2026-05-11</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/lever_arm_rc_section.png</image:loc>
      <image:title>lever arm diagram showing section stress and strain relationship and distance between center of tensile force and compression forcer</image:title>
      <image:caption>lever arm of reinforced concrete beam</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/what-is-k-coefficient</loc>
    <lastmod>2026-05-11</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/K_coefficient_rc_section.png</image:loc>
      <image:title>RC diagram showing what K coefficient is representing</image:title>
      <image:caption>K coefficient at reinforced concrete beam</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/what-is-assumptions-of-bending-capacity</loc>
    <lastmod>2026-05-28</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/assumption_and_ec2_requirement.png</image:loc>
      <image:title>Fundamental Assumptions for RC Flexural Design in EC2 and  Ductility and Code Requirements</image:title>
      <image:caption>Assumptions and EC2 requirements for RC Flexural Design</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/derivation-of-relationship-of-neutral-axis-x-z-and-K</loc>
    <lastmod>2026-05-28</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/relationship_of_lever_arm_neutral_axis_and_K.png</image:loc>
      <image:title>Derivation of relationship of neutral axis x/d, z/d and K</image:title>
      <image:caption>Derivation of relationship of neutral axis x/d, z/d and K</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/work-example-moment-resistance-of-reinforced-concrete-in-ec2</loc>
    <lastmod>2026-08-03</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/workexample_moment_resistance_rc_section_ec2.png</image:loc>
      <image:title>work example of moment resistance of rc section in eurocode2</image:title>
      <image:caption>Work example of moment resistance of rc section in eurocode 2</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/work-example-moment-reinforcement-for-moment-design-of-reinforced-concrete-in-ec2</loc>
    <lastmod>2026-06-16</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/workexample_tension_reinforcement_for_moment_design_rc_section_ec2.png</image:loc>
      <image:title>work example of moment resistance of rc section in eurocode2</image:title>
      <image:caption>Work example of moment resistance of rc section in eurocode 2</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/what-is-shear-resistance-of-concrete-section-in-eurocode-2</loc>
    <lastmod>2026-06-08</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/shear_resistance_concrete_section_without_reinforcement.png</image:loc>
      <image:title>Shear Resistance Concrete Section without Reinforcement</image:title>
      <image:caption>Shear Resistance Concrete Section without Reinforcement</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/what-is-shear-resistance-of-reinforced-concrete-section-in-eurocode-2</loc>
    <lastmod>2026-06-10</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/shear_resistance_of_reinforced_concrete_section.png</image:loc>
      <image:title>Shear Resistance of Reinforced Concrete Section</image:title>
      <image:caption>Shear Resistance of Reinforced Concrete Section</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/fundamental-concept-of-shear-reinforcement-design-of-reinforced-concrete-section</loc>
    <lastmod>2026-06-08</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/fundamental-concept-of-shear-reinforcement-of-reinfored-concrete-section.png</image:loc>
      <image:title>Variable Strut Inclination Method</image:title>
      <image:caption>Shear Resistance of Reinforced Concrete Section</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/work-example-shear-resistance-of-reinforced-concrete-in-ec2</loc>
    <lastmod>2026-06-15</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/workexample_shear_resistance_rc_section_ec2.png</image:loc>
      <image:title>work example of shear resistance of rc section in eurocode2</image:title>
      <image:caption>Work example of shear resistance of rc section in eurocode 2</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/work-example-shear-links-design-of-reinforced-concrete-in-ec2</loc>
    <lastmod>2026-06-16</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/workexample_shear_links_design_rc_section_ec2.png</image:loc>
      <image:title>work example of shear resistance of rc section in eurocode2</image:title>
      <image:caption>Work example of shear resistance of rc section in eurocode 2</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/what-is-torsion-design-of-reinforced-concrete-section-in-eurocode-2</loc>
    <lastmod>2026-06-22</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/torsion_design_of_reinforced_concrete_section_in_ec2.png</image:loc>
      <image:title>Torsion Design of Reinforced Concrete Section</image:title>
      <image:caption>Torsion Design of Reinforced Concrete Section</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/torsion-equation-derivation-for-reinforced-concrete-step-by-step-animation</loc>
    <lastmod>2026-06-30</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/Torsion_Analysis_Equation_Explaination.png</image:loc>
      <image:title>Torsion Equation Derivation for Reinforced Concrete</image:title>
      <image:caption>Torsion Equation Derivation for Reinforced Concrete</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/work-example-torsion-links-design-of-reinforced-concrete-in-ec2</loc>
    <lastmod>2026-06-24</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/workexample_torsion_link_reinforcement_for_moment_design_rc_section_ec2.png</image:loc>
      <image:title>Work Example of Torsion Link of Reinforced Concrete Section</image:title>
      <image:caption>Work Example of Torsion Link of Reinforced Concrete Section</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/an-introduction-to-crack-width-in-reinforced-concrete-design</loc>
    <lastmod>2026-07-20</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/introduction_to_crack_width.png</image:loc>
      <image:title>Introduction to crack width in reinforced concrete design</image:title>
      <image:caption>Introduction to crack width in reinforced concrete design</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/crack-width-calculation-eurocode-2</loc>
    <lastmod>2026-07-20</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/flexural_crack_width_calculation_in_rc_section_in_ec2.png</image:loc>
      <image:title>Flexural Crack Width Calculation of Reinforced Concrete Section In Eurocode 2</image:title>
      <image:caption>Flexural Crack Width Calculation of Reinforced Concrete Section In Eurocode 2</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/work-example-crack-width-calculation-of-reinforced-concrete-in-ec2</loc>
    <lastmod>2026-07-17</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/workexample_crack_width_calculation_rc_section_ec2.png</image:loc>
      <image:title>Work Example of Crack Width Calculation of Reinforced Concrete Section</image:title>
      <image:caption>Work Example of Crack Width Calculation of Reinforced Concrete Section</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/rc-design/crack-control-eurocode-2</loc>
    <lastmod>2026-07-23</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/crack_width_limit.png</image:loc>
      <image:title>crack width limit in reinforced concrete design</image:title>
      <image:caption>crack width limit in reinforced concrete design</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/4-steel-section-properties</loc>
    <lastmod>2026-08-12</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/steel_section_property_types.png</image:loc>
      <image:title>Image showing common sections types (I, CHS, RHS)</image:title>
      <image:caption>Image showing common sections types (I, CHS, RHS)</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/work-example-section-properties-of-isection</loc>
    <lastmod>2026-08-13</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/work_example_i_section_properties.png</image:loc>
      <image:title>work example of moment resistance of rc section in eurocode2</image:title>
      <image:caption>Work example of moment resistance of rc section in eurocode 2</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/work-example-section-properties-of-chs</loc>
    <lastmod>2026-08-13</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/work_example_chs_section_properties.png</image:loc>
      <image:title>Work Example of Calculation of Section Properties of CHS</image:title>
      <image:caption>Work Example of Calculation of Section Properties of CHS</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/work-example-section-properties-of-rhs</loc>
    <lastmod>2026-08-14</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/work_example_rhs_section_properties.png</image:loc>
      <image:title>Work Example of Calculation of Section Properties of RHS</image:title>
      <image:caption>Work Example of Calculation of Section Properties of RHS</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/steel-section-classification</loc>
    <lastmod>2026-08-20</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/classification_steel_sections.png</image:loc>
      <image:title>Image showing common sections types (I, CHS, RHS)</image:title>
      <image:caption>Image showing common sections types (I, CHS, RHS)</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/work-example-section-classification-of-isection</loc>
    <lastmod>2026-08-20</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/workexample_section classification_i_section_ec3.png</image:loc>
      <image:title>Work Example of Section Classification of I-Section in Bending and Compression</image:title>
      <image:caption>Work Example of Section Classification of I-Section in Bending and Compression</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/work-example-section-classification-of-chs</loc>
    <lastmod>2026-08-20</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/workexample_section classification_chs_ec3.png</image:loc>
      <image:title>Work Example of Section Classification of CHS in Bending and Compression</image:title>
      <image:caption>Work Example of Section Classification of CHS in Bending and Compression</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/work-example-section-classification-of-rhs</loc>
    <lastmod>2026-08-21</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/workexample_section classification_rhs_ec3.png</image:loc>
      <image:title>Work Example of Section Classification of RHS in Bending and Compression</image:title>
      <image:caption>Work Example of Section Classification of RHS in Bending and Compression</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/hot-rolled-cold-formed-welded-hot-formed-steel-sections</loc>
    <lastmod>2026-08-27</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/Hot_Rolled_Col_Formed_Welded_Hot_Formed_Steel_Sections_Explained.png</image:loc>
      <image:title>Image showing common steel section types (I, CHS, RHS) made by different methods</image:title>
      <image:caption>Common steel section types — but two sections with the same shape can behave differently depending on how they were made.</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/effective-class-2-web</loc>
    <lastmod>2026-08-27</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/effective_class2_web.png</image:loc>
      <image:title>Concept image of a steel I-section with compact flanges and a Class 3 web reduced to two effective compression strips</image:title>
      <image:caption>Indicating about how the plastic stress block is assumed for effective class 2 web</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/work-example-bending-resistance-of-effective-class-2-web</loc>
    <lastmod>2026-08-28</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/work_example_effective_class2_web.png</image:loc>
      <image:title>Worked example of the bending resistance of an effective Class 2 web for a steel I-section - Class 1 flange, Class 3 web, two effective 20 epsilon tw strips and the shifted plastic neutral axis</image:title>
      <image:caption>A welded I-section with a Class 1 flange and a Class 3 web - can be considered using effective plastic modulus over elastic modulus for bending resistance.</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/how-to-check-steel-section-reistance-in-eurocode-3</loc>
    <lastmod>2026-09-15</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/how-to-check-steel-section-resistance.png</image:loc>
      <image:title>Concept image of a steel I-section with compact flanges and a Class 3 web reduced to two effective compression strips</image:title>
      <image:caption>Indicating about how the plastic stress block is assumed for effective class 2 web</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/work-example-i-steel-section-check-with-design-actions</loc>
    <lastmod>2026-09-17</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/work_example_isection_design_action.png</image:loc>
      <image:title>Work example of the steel section check with design actions - I-section under compression and major-axis bending to Eurocode 3</image:title>
      <image:caption>The full cross-section check of a UB 457x152x82 in S355 under 900 kN compression, 100kN shear and 200 kNm bending — classification, effective-area compression check, plastic bending check and the reduced moment resistance for the combined case.</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/work-example-chs-check-with-design-actions</loc>
    <lastmod>2026-09-18</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/work_example_chs_design_action.png</image:loc>
      <image:title>Work example of the steel section check with design actions - CHS under compression, shear and major-axis bending to Eurocode 3</image:title>
      <image:caption>The full cross-section check of a CHS 457.0x12.5 in S355 under 1000 kN compression, 200kN shear and 200 kNm bending — classification, compression check, bending check and the combined check case.</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/work-example-rhs-check-with-design-actions</loc>
    <lastmod>2026-09-18</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/work_example_rhs_design_action.png</image:loc>
      <image:title>Work example of the steel section check with design actions - RHS under compression, shear and major-axis bending to Eurocode 3</image:title>
      <image:caption>The full cross-section check of a RHS 500x300x8.0 in S355 under 1000 kN compression, 200kN shear and 200 kNm bending — classification, compression check, bending check and the combined check case.</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/what-is-buckling-in-steel-structures</loc>
    <lastmod>2026-09-28</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/buckling_in_steel.png</image:loc>
      <image:title>A slender steel column bowing sideways under compression - what buckling in steel is</image:title>
      <image:caption>Buckling in steel — a slender compression member suddenly loses its straight shape long before the material yields.</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/flexural-buckling-eurocode-3-guide</loc>
    <lastmod>2026-09-29</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/flexural_buckling_eurocode_3.png</image:loc>
      <image:title>Flexural buckling check of a steel column to Eurocode 3 - a column bowing sideways under axial compression</image:title>
      <image:caption>Flexural buckling to Eurocode 3 — a slender column in compression bows sideways, and the buckling check reduces the capacity it is allowed to use.</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/lateral-torsional-buckling-eurocode-3-guide</loc>
    <lastmod>2026-09-30</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/lateral-torsional-buckling.png</image:loc>
      <image:title>Lateral torsional buckling check of a steel beam to Eurocode 3 - the compression flange moves sideways and the section twists</image:title>
      <image:caption>Lateral torsional buckling to Eurocode 3 — a slender beam in bending moves sideways and twists, and the buckling check reduces the moment capacity it is allowed to use.</image:caption>
    </image:image>
    
    </url>
    

    <url>
    <loc>https://civilsimple.com/articles/steel-design/combined-compression-bending-buckling-eurocode-3-guide</loc>
    <lastmod>2026-10-03</lastmod>
    
    <image:image>
      <image:loc>https://civilsimple.com/images/articles/combined_compression_bending_buckling_check.png</image:loc>
      <image:title>Combined compression and bending check of a steel beam-column to Eurocode 3 - interaction equations 6.61 and 6.62 with the Annex B interaction factors</image:title>
      <image:caption>Combined compression and bending to Eurocode 3 — a beam-column under axial force and bending is checked with two interaction equations, and Annex B gives a simple way to find the interaction factors.</image:caption>
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      <image:loc>https://civilsimple.com/images/articles/work_example_isection_column_buckling.png</image:loc>
      <image:title>Worked example of the compression and flexural buckling check of a 610x305x238 steel I-section column to Eurocode 3</image:title>
      <image:caption>A worked example to Eurocode 3 — for this slender 8 m column, minor-axis flexural buckling (utilisation 26%) governs well before the cross-section compression capacity (9%) is reached.</image:caption>
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      <image:title>Worked example of the lateral torsional buckling check of a 610x305x238 steel I-section beam to Eurocode 3</image:title>
      <image:caption>A worked example to Eurocode 3 — for this 8 m unrestrained span, lateral-torsional buckling cuts the bending capacity from 2,658 kNm to 1,621 kNm, leaving a utilisation of 62%.</image:caption>
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    <image:image>
      <image:loc>https://civilsimple.com/images/articles/work_example_isection_combined_buckling.png</image:loc>
      <image:title>Worked example of the combined compression and bending buckling check of a 610x305x238 steel I-section beam-column to Eurocode 3</image:title>
      <image:caption>A worked example to Eurocode 3 — under 800 kN compression with biaxial bending, the minor-axis interaction equation 6.62 governs with a utilisation of 92%.</image:caption>
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</urlset>