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Design Calculations

Civil and Structural Engineering Designs of Conceptual Designs, Superstruture and Substruccture Design calculations of Concrete and Steel Buildings

Seismic Earth Pressure Coefficient

Seismic Analysis and Design of Retaining Walls Incorporation of effects of earthquakes are vital aspect in present designs due to the prevailing conditions in the...

Soil Subgrade Reaction

Modulus of subgrade reaction of soil is considered when the elastic behavior of the soil is used for the analysis. Today there are may...

Early Age Temperature of Concrete

Monitoring of Early Age Temperature of Concrete by Mockup Test Temperature control of immature concrete is very important aspect in concrete technology for avoiding internal...

Wind Loads Calculations

Wind Load Calculations According to CP 3:Chapter V-2:1972 There are may code that are being used world wide to analyze strictures for wind action. CP...

Deflection of Slabs

Check Deflection of Slabs for BS 8110 Part 1 Method of checking the deflection of the slabs are similar to the checks of beam deflection....

Cracking of Immature Concrete

Immature concrete cracks if it is not treated according to the technical requirements specified in the project specification or as advice by the senior...

Cover to Reinforcement Bars

Cover to Reinforcement Bars Cover to reinforcement bar are identified by different manner by the design engineers around the world. Some used this dimension as...

Column Design Biaxial Bending for Eurocode 2

Brace Non Slender Column Design Biaxial Bending Desing of column between ground floor and first floor. Aassume foundation is at ground floor level. Hence, moments at...

Design Anchorage Bond Stress

Calculation of Anchorage Lengths Length required to anchor a reinforcement bar can be calculated by using the equations given in the clause 3.12.8.3 of BS...

Beam Shear Design to Eurocode 2

Effective depth and width of beam are 600mm and 300mm respectively. Ultimate design shear force at face of support and at a distance 'd '...

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