Journal of
Faculty of Civil Engineering

CONFERENCE PROCEEDINGS
4th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2016 , 2016.y., pp. 1015-1025

	DOI: 10.14415/konferencijaGFS 2016.103
	UDC: 624 : 657.47
	CC-BY-SA 4.0 license
	Author : Gušić, Ismet; Hodžić, Bilal; Šljivić, Amela
	Summary:
	The paper analyzes the construction costs of the structural part of a reinforced-concrete prefabricated facility depending on the longitudinal distance between the pillars and the main beams. A statistical calculation was made as well as the reinforcement blueprints with the specifications for the construction of the structural part of the reinforced-concrete prefabricated facility in four different cases of longitudinal distance between the type “A” roof racks with 22.00 m distance. The calculations were made for the prefabricated facilities with the secondary pillars made of “T” beams and the longitudinal distance between the pillars and the roof racks (λ = 6.00 m; 7.50 m; 10.00 m and 12.00 m). Based on the statistical calculation and reinforcement specification, the preliminary draft was made of work and construction costs for the prefabricated facilities with the longitudinal distance between the pillars and the roof racks (λ = 6.00 m; 7.50m; 10.00 m and 12.00 m). The obtained values of the prefabricated facility construction costs for every distance between the pillars are presented in tables and diagrams. The analysis was made of the obtained results in tables and diagrams. Based on the obtained results, the conclusion was made on the most favorable longitudinal distance between the pillars and the main beams and the recommendations were given for future engineers.
	Keywords:
	construction costs, prefabricated facilities, longitudinal distance, main beam, facility slant, cost analysis