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DESIGN OF FOOTINGS – IS-456 RECOMMENDATIONS

DESIGN OF FOOTINGS – IS-456 RECOMMENDATIONS: GENERAL 1. In sloped or stepped footings, the effective cross – section in compression shall be limited by the area above the neutral plane, and the angle of slope or depth and location of steps shall ...

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MINIMUM THICKNESS OF STRUCTURAL CONCRETE MEMBERS

Minimum Thickness of Structural Concrete members and Concrete embedded Elements Structural concrete member sizes should be as per Design Requirements. However, minimum dimensions of structural members can be considered as given below:

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DESIGN AND DETAILING OF RCC BEAMS

RCC beams structural elements are designed to carry transverse external loads that cause bending moment, shear forces and in some cases torsion across their length. Concrete is strong in compression and very weak in tension. Steel reinforcement is used to ...

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RCC STRUCTURES IN COASTAL AREAS

The entire coastal belt of the Indian peninsula is considered as an extremely corrosive belt as per the corrosion map prepared by the Corrosion Advisory Bureau, Metal Research Committee, Jamshedpur. Steel and other ferrous metal along the coastline are susceptible to ...

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Various Components of Staircase and their Details

There are various components of a staircase which have their own functions. Each components of a staircase and their details is discussed in this article. Various Components of Staircase and their Details Following are the various components of staircase: Step – The step ...

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Career in Construction Management

Construction Management is the practice of managing a construction, totally or in part. Construction managers, salaried or self-employed, plan, coordinate, and direct a wide range of construction projects. They also oversee construction supervisors and workers. Construction managers divide ...

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Design Tips for Reinforced Concrete Beams

The stepwise procedure for design of reinforced concrete beam is given here. 1. Reinforced Concrete Beam sections should be designed for:Moment values at the column face (not the value at centre line as per analysis) Shear values at distance of ‘d’ ...

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