WORK EXAMPLE
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work-exampleWork Example of Moment Resistance of Reinforced Concrete Section in Eurocode 2
A work example about moment resistance referencing to eurocode 2(BSEN1992-1-1:2004) for reinforced concrete section.
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work-exampleWork Example of Tension Reinforcement for Moment Design of Reinforced Concrete Section in Eurocode 2
A work example about tension reinforcement for moment design referencing to eurocode 2(BSEN1992-1-1:2004) for reinforced concrete section.
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work-exampleWork Example of Shear Resistance of Reinforced Concrete Section in Eurocode 2
A work example about shear resistance referencing to eurocode 2(BSEN1992-1-1:2004) for reinforced concrete section.
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work-exampleEC2 Shear Links Design - Worked Example
Worked example - shear links design for a 500×600 mm RC beam to Eurocode 2 (EC2). Step-by-step from V_Ed to Asw/s with suggested table of shear links arrangement.
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work-exampleEC2 Torsional Link Design - Worked Example
Worked example - torsional link design for a 500×600 mm RC beam to Eurocode 2 (EC2). Step-by-step from T_Ed to Asw/s using the closed-section truss model.
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work-exampleCrack Width - EC2 Worked Example
Worked example - crack width calculation for a 500×700 mm RC beam to Eurocode 2 (EC2). Step-by-step from bending moment M_Ed to crack width w_k.
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work-exampleWork Example of Calculation of Section Properties of I Section
A work example about calculation of section properties of Rectangular Hollow Section (RHS) including area, second moment of area, elastic modulus and plastic modulus.
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work-exampleWork Example of Calculation of Section Properties of CHS
A work example about calculation of section properties of Circular Hollow Section (CHS) including area, second moment of area, elastic modulus and plastic modulus.
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work-exampleWork Example of Calculation of Section Properties of RHS
A work example about calculation of section properties of Rectangular Hollow Section (RHS) including area, second moment of area, elastic modulus and plastic modulus.
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work-exampleWork Example of Section Classification of I-Section in Bending and Compression
A worked example classifying a hot-rolled I-section (UB) under both pure bending and pure compression — showing how the same section goes from Class 1 (plastic) to Class 4 (slender) as the web limits tighten under uniform compression.
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work-exampleWork Example of Section Classification of CHS in Bending and Compression
A worked example classifying a Circular Hollow Section (CHS) under both pure bending and pure compression — a single D/t check that gives the same class (Class 2) under both stress states.
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work-exampleWork Example of Section Classification of RHS in Bending and Compression
A worked example classifying a Rectangular Hollow Section (RHS) under both pure bending and pure compression — showing how the web's limits tighten under uniform compression, and why this stocky section stays Class 1 in both.
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work-exampleWork Example of Bending Resistance of Effective Class 2 Web for a Steel I-Section (Eurocode 3)
A worked example of the effective Class 2 method (EN 1993-1-1 6.2.2.4) for a welded steel I-section in S355 with a Class 1 flange and a Class 3 web - calculating the effective plastic modulus W_pl,eff and the enhanced bending resistance M_pl,eff,Rd, compared with the elastic Class 3 value.