Shear Design of Beam
Design for shear is one vital thing to look at when designing structural elements. Cracks will appear and give sufficient […]
Shear Design of Beam Read Post »
Design for shear is one vital thing to look at when designing structural elements. Cracks will appear and give sufficient […]
Shear Design of Beam Read Post »
Seismic Analysis and Design of Retaining Walls Incorporation of the effects of earthquakes is a vital aspect in present designs
Seismic Earth Pressure Coefficient Read Post »
Partial safety factors for the material of Eurocode 2 is very much similar to the BS 8110. The following table
Partial Safety Factors of Eurocode 2 Read Post »
The design of rock anchors is done to anchor structure to rock. Structures are anchored into the rock to maintain
Design of Rock anchors Read Post »
Analysis and Design of Concrete Retaining Wall Concrete Retaining Wall Design Firstly, we need to check the stability of the
Retaining Wall Design Read Post »
Punching shear around the columns, piles, etc. It usually checked in footings, raft foundations, pile caps, flat slabs, etc. The
Punching Shear Perimeter Read Post »
Overview on Progressive Collapse Analysis and DesignA structure can be subjected to progressive collapse when one of the primary elements
Progressive Collapse Read Post »
Non Destructive Testing of Concrete (NDT) of concrete is more common in the construction industry due to the requirement of
13 Non Destructive Testing of Concrete Read Post »
The design of non slender column according to Eurocode 2 is discussed in this article. This article guides the design
Design of Non Slender Column to Eurocode 2 Read Post »
Movement Joints in structures can be seen very commonly as they make the structure stable, constructible and reduce the cost
Movement Joints in Concrete Structures Read Post »
The minimum percentage of reinforcement for beam, column and slabs can be found from the table 3.25 of BS 8110
Minimum Percentage of Reinforcement Read Post »
The maximum area of reinforcement can be found under the clause 3.12.6. It states the reinforcement ratios for columns, walls,
Maximum area of reinforcemnt Read Post »