Maximum Area of Reinforcement
Maximum reinforcement ratio of BS 8110
Maximum are of reinforcement can be found under the clause 3.12.6. It states the reinforcement ratios for column, wall...
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...
