Category: Design to BS 8110

Design Strength BS 8110

Design strength for BS 8110 The design strength of material for different cases is tabulated in the BS 8110 Part 01 Table 2.2. Refer to the following table for more information. This table can...

Comparison of BS and EC2

Span 6m span beam consider for Comparison of BS and EC2 Section 300x600mmConcrete Grade 25 N/mm2Steel Yield Strength 500 N/mm2Dead Load 30 kN/mLive Load 20 kN/m   BS 8110 1997  EC2 Design Load1.4*35 +...

Cantilever Slab Design

Cantilever Slab Design

Cantilever Slab Design Calculation & Procedure Design of cantilever slab to Eurocode 2          Span of slab 1.5m          Variable load 4kN/mm2          Slab thickness 175mm          Fck 25N/mm2     fyk  500N/mm2          Cover to the...