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Cost Optimization of the Beam

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dc.contributor.author Islam, Md. Riadul
dc.contributor.author Akash, Al Rifat
dc.contributor.author Rahaman, Atikur
dc.date.accessioned 2021-05-12T09:25:15Z
dc.date.available 2021-05-12T09:25:15Z
dc.date.issued 2021-01-31
dc.identifier.uri http://dspace.daffodilvarsity.edu.bd:8080/handle/123456789/5740
dc.description.abstract The objective of these our work is to optimize the cost of the RCC structure use the Bangladesh. For optimizing the structure dimension materials properties of the concrete can be varied. So we have variant these parameters in our work steel strength, concrete strength, depth, and width in beam. And we have some finding use in singly fixed beam then cost of the structure will significantly reduce. If we use in beam high strength concrete and steel beam cost will optimize. This paper is on cost optimization of RCC beam. The formula for this optimization has been designed in accordance with ACI and BNBC. This optimization system is based on the strength of f’c, fy, and the dimension of the beam. Here singly beam, singly fixed beam and doubly beam have been worked on our thesis. Here singly beam optimize 20% less than doubly beam, and the cost of a singly fixed beam is 57% and 17% less than doubly and singly beam. Beam’s own manufacturing cost has been added to the cost optimization method and it has been designed as cost as per moment. en_US
dc.language.iso en_US en_US
dc.publisher Daffodil International University en_US
dc.subject Cost effectiveness en_US
dc.subject Modular construction en_US
dc.title Cost Optimization of the Beam en_US
dc.type Thesis en_US


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