Office building in Nove Lima

Engineer appointed by Gerdau – Brazil

Building use

Office building

Country/Region

Brazil

Overview

The composite solution was chosen considering not only the optimized best technical solution (building height, gravitational/lateral forces applied, lateral resistance system adopted), but also the total cost, erection time-consuming and time to get the raw material from providers as well.

Basic information (construction date, number of stories, gross floor area, adopted design code, engineer(s), Contractor(s), etc.)

Construction date: 2013
Number of stories: 42
Gross floor area: 35,250m2
Adopted design code: ABNT NBR8800, ANSI/AISC360, ASCE7
Engineer(s): Roberval José Pimenta, Alexander Galvão Martins, Gustavo Monteiro de Barros Chodraui and 3 others
Contractor(s): Codeme & Tishman Speyer

Issue and/or innovation

As it can be seeing in the next items, where details are presented, building structure is considered outstanding, due to vanguard engineering/erection solutions.

Reason for composite solution

Specific solution/technical details

The concrete core was built in a short time with steel boxes inserted into its walls containing reinforcing bars inside for easy and efficient connection to the slabs after the concrete curing of the core walls.

Impact or effectiveness

As usual, the composite solution of slabs connecting to concrete core provides the use of light weight profiles and lower plate thickness reducing the erection time and total cost.

References / Technical Papers Content

Pimenta, R.J. ; Queiroz, G. ; Diniz, S.M.C. – “Reliability-based design recommendations for sinusoidal-web beams subjected to lateral-torsional buckling. Engineering Structures”, v. 84, p. 195-206, 2015.
Chaves, L. E. A. ; Caldas, R. B. ; Fakury, R.H. ; Pimenta, R. J. – “Application of general method for design of concrete columns and encased composite steel and concrete columns”. Revista IBRACON de Estruturas e Materiais, v. 8, p. 755-762, 2015.
Pimenta, R.J. ; Diniz, S.M.C. ; Queiroz, G. ; Fakury, R.H. ; Galvão, A. ; Rodrigues, F.C. – “Reliability-based design recommendations for composite corrugated-web beams. Probabilistic Engineering Mechanics”, v. 28, p. 185-193, 2012.
Martins, A.G. ; Fakury, R.H. ; Pimenta, R.J. ; Queiroz, G. ; Rodrigues, F.C. – “Moment resistance of composite steel and concrete connection in sinusoidal-web girders. Journal of Constructional Steel Research”, v. 76, p. 112-120, 2012.
Calenzani, A. F. G. ; Fakury, R. H. ; de Paula, F. A. ; Rodrigues, F. C. ; Queiroz, G. ; Pimenta, R. J. – “Rotational stiffness of continuous composite beams with sinusoidal-web profiles for lateral-torsional buckling. Journal of Constructional Steel Research”, v. 79, p. 22-33, 2012.
Pimenta, R.J. ; Diniz, S.M.C. ; QUEIROZ, G. ; FAKURY, R. H. ; Galvão, A. ; Rodrigues, F.C. – “Reliability-based design recommendations for composite corrugated-web beams”. Probabilistic Engineering Mechanics, v. 28, p. 185-193, 2011.
PIMENTA, R. J. ; QUEIROZ, G. ; FAKURY, R. H. ; RODRIGUES, F. C. ; MARTINS, A. G. . “Reliability-based design recommendations for composite corrugated-web beams. In: Computational Stochastic Mechanics”, 2010, Rodes. Proceedings of the CSM-6. Rodes, 2010. v. 1. p. 1-15.
DINIZ, S. M. C. ; PIMENTA, R. J. ; QUEIROZ, G. ; FAKURY, R. H. ; MARTINS, A. G. ; RODRIGUES, F. C. . “Safety assessment of composite sinusoidal-web beams. In: 10th International Conference on Structural Safety and Reliability”, 2009, Osaka, Japan, 2009. v. 1.
QUEIROZ, G.; PIMENTA, R. J. ; CALIXTO, J. M. F. ; MATA, L. A. C., “A NEW TYPE OF SLIM FLOOR”. Journal of Constructional Steel Research, Reino Unido, v. 46, p. 1-12, 1998.
CALIXTO, J. M. F.; LAVALL, A. ; MELO, C. ; PIMENTA, R. J. ; MONTEIRO, R., “Behaviour and strength of composite slabs with ribbed decking”. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, Inglaterra, v. 46, n.1-3, p. 211-212, 1998.
CALIXTO, J. M. F.; BRENDOLAN, Gianluca ; PIMENTA, Roberval. Comparative Study of Longitudinal Shear Design Criteria for Composite Slabs. REVISTA IBRACON DE ESTRUTURAS E MATERIAIS, v. 2, p. 124-141, 2009.