TCC Engenharia Civil
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Navegando TCC Engenharia Civil por Tipo de Acesso "Attribution-NonCommercial-NoDerivs 3.0 Brazil"
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Item Análise do bloco principal do Instituto Federal de Alagoas – Campus Maceió nos parâmetros das legislações de combate a incêndio e emergência vigentes no estado de Alagoas(2025-07-02) Nunes, Fábio Crystian Peixoto; Machado, Alexandre Cunha; http://lattes.cnpq.br/2428024851515021; Dória; Dória, Marden Vergetti Cardoso; http://lattes.cnpq.br/5333357944285315; Almeida, Thamyrys Morgana Pontes de; http://lattes.cnpq.br/8249520310546287In each Brazilian state, there is a set of regulations that establish the minimum requirements to ensure that a building remains safe for both its structure and its occupants. In a fire and panic fighting project, there are active and passive safety measures. Among the passive measures is the study of emergency exits, ensuring that their types meet the minimum standards established by current regulations so they are not underdesigned, which would put users at risk. Additionally, at the state level, the Fire Department provides Technical Instructions (ITs), which are legal documents that outline the requirements to be met during the design and construction phases of a building in order to comply with legal fire safety obligations. These are verified through inspections carried out prior to the completion and delivery of the building, aiming at the issuance of the Fire Department Inspection Certificate (AVCB). This certificate is legally required for the operation of any type of enterprise, such as commercial buildings, condominiums, industries, among others. Therefore, this study aims to analyze whether the Federal Institute of Alagoas – Maceió Campus complies with the fire and panic safety requirements enforced by the Maceió Fire Department, in accordance with the relevant Technical Instructions of the state. Since these responsibilities fall under state jurisdiction, each unit may have specific or exclusive demands and requirements. The certification process is carried out through inspection, and if all conditions are met, the corresponding legal authorization document is issued by the supervising authority. Accordingly, the guidelines of each relevant Technical Instruction (TI) mandatory for IFAL Maceió Campus will be analyzed item by item, verifying their presence and determining whether they are compliant, non-compliant, or not applicable. Ultimately, this document is intended to serve as a repository for the institution and as a reference for the development of its remaining fire safety projects.Item Avaliação da estabilidade de um talude do complexo da Chã da Jaqueira, Maceió - AL(2025-06-30) Silva , Sheldon Cristiano Souza da; Carvalho, Taise Monique De Oliveira; http://lattes.cnpq.br/3638807736725706; Rocha, André Pinto; http://lattes.cnpq.br/6692264365131534; Silva, Celene Alves da; http://lattes.cnpq.br/8621139052901416; Moraes, Ilames Jordan Gama de; http://lattes.cnpq.br/3468934165558308The disorderly growth of urban areas has intensified the occupation of slopes susceptible to instability, especially in regions within the Barreiras Formation, where anthropogenic interventions significantly alter the natural balance of the terrain. In this context, the present study aims to evaluate the stability of a slope located on Rua Prefeito Joatas Malta de Alencar, in the Complexo Chã da Jaqueira, Maceió-AL, an area with a history of landslides. The methodology involved physiographic characterization of the area, topographic and geotechnical surveys, laboratory tests for soil characterization, and computational modeling using the SLOPE/W software, applying the Bishop and Morgenstern-Price methods. The soils on the slope were classified, according to the Unified Soil Classification System (USCS), as clayey-silty sand (AM-01) and clayey sand (AM-02), both belonging to the Barreiras Formation. AM-01 exhibited low plasticity, poorly graded granulometry, and a specific gravity of 2.65 g/cm³. AM-02 showed medium plasticity and a specific gravity of 2.67 g/cm³. The obtained specific gravity is consistent with the typical mineralogy of the Barreiras Formation. The local geomorphology belongs to the Coastal Plateaus compartment, characterized by dissected surfaces, entrenched valleys, poorly structured drainage, and intense erosive processes. From the Digital Elevation Model (DEM), three topographic profiles were defined as the most critical for stability analysis: Section 1, Section 2, and Section 3. During computational modeling, two main scenarios were simulated: one considering the natural unit weight of the soils and another using the saturated unit weight, representing more critical moisture conditions. In both scenarios, the modeling indicated that Section 3 presented a Factor of Safety (FS) below 1.0, characterizing an unstable slope; Sections 1 and 2 presented FS ≈ 1.2, indicating a warning condition. The observed instability is possibly associated with lithological heterogeneity, the steep slope caused by anthropogenic occupation, and the absence of retaining structures, highlighting the need for mitigation measures to ensure the safety of the analyzed area.Item Criação de uma biblioteca virtual como plataforma digital de apoio à engenharia civil: a biblioteca omnis para discentes e docentes em seus estudos e pesquisas(2025-07-08) Albuquerque, Bergson Afonso Mendes de; Limeira, Uziel Ribeiro; http://lattes.cnpq.br/2469128647529432; Costa, Esdras Jonathan Honorato; http://lattes.cnpq.br/6045970740812728; Santos Filho, Manoel Martins dos; http://lattes.cnpq.br/8060697649276101This work proposes the creation of a digital platform, the Omnis Virtual Library, developed with the aim of gathering and making a wide variety of academic and technical materials in Civil Engineering systematically and accessibly available. Envisioned by Bergson Afonso Mendes de Albuquerque, a student of Civil Engineering, the initiative seeks to integrate, in a single virtual environment, content accumulated throughout his academic journey, including slides, summaries, solved exercises, reports, technical drawings, spreadsheets, videos, among others. It is a unique project that stands out for the breadth of its collection and the organization aimed at supporting students and teachers in the field. In the scope of this work, there are currently no public records of similar undertakings in terms of scope or proposal, which gives the platform a pioneering character. The Omnis Library is also an experiment in educational innovation and knowledge sharing, with the potential to expand into other engineering fields and areas of knowledge.