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.
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work-exampleWork Example of Steel Section Check with Design Actions - I-Section (Eurocode 3)
A worked example of the full cross-section resistance check of a UB 457x152x82 in S355 under 900 kN compression, 100kN Shear and 200 kNm major-axis bending — classification, the Class 4 effective-area compression check, the Class 1 bending check and the reduced moment resistance for combined bending, shear and axial force.
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work-exampleWork Example of Steel Section Check with Design Actions - CHS (Eurocode 3)
A worked example of the full cross-section resistance check of a CHS 457.0x12.5 in S355 under 1000 kN compression, 1000kN Shear and 200 kNm major-axis bending — classification, compression check, shear check, bending check and combined bending, shear and axial force check.
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work-exampleWork Example of Steel Section Check with Design Actions - RHS (Eurocode 3)
A worked example of the full cross-section resistance check of a RHS 500x300x8.0 in S355 under 1000 kN compression, 1000kN Shear and 200 kNm major-axis bending — classification, compression check, shear check, bending check and combined bending, shear and axial force check.
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work-exampleWork Example: Compression and Buckling Check of an I-Section Column to Eurocode 3
A complete worked example of the compression and flexural buckling check of a 610x305x238 UB column in S355 under 1,000 kN design compression over an 8.0 m buckling length to Eurocode 3 (EN 1993-1-1) — section properties, classification, slenderness, buckling curves, the reduction factor χ, the buckling resistance and the final utilisation ratio.
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work-exampleWork Example: Lateral Torsional Buckling Check of an I-Section Beam to Eurocode 3
A complete worked example of the lateral-torsional buckling check of a 610x305x238 UB beam in S355 under a 1,000 kNm design major-axis moment over an 8.0 m laterally unrestrained span to Eurocode 3 (EN 1993-1-1) — section properties, classification, the elastic critical moment Mcr, slenderness, buckling curve c, the reduction factor χLT and the final utilisation ratio.
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work-exampleWork Example: Combined Compression and Bending Buckling Check of an I-Section Beam-Column to Eurocode 3
A complete worked example of the combined compression and bending buckling check of a 610x305x238 UB beam-column in S355 under 800 kN compression and 800 kNm major-axis plus 100 kNm minor-axis bending to Eurocode 3 (EN 1993-1-1) — section classification, cross-section checks, flexural and lateral-torsional buckling, and the interaction equations 6.61 and 6.62 with the Annex B interaction factors.