Análisis de las columnas de concreto de un galpon con cubierta metálica aplicando criterios de diseño ante fuerzas laterales

Abstract

The use of industrial buildings, or known by the name of sheds, They allow large commercial and industrial companies the ease of storing materials in open spaces under a cover; without the need to use internal columns within the facilities.1 This advantage allows better maneuverability without obstacles, for vehicles or people; The multiple uses for this type of structure involve the present or future needs of which it will be designed. The sheds must support considerable vertical loads that occur due to the action of gravity; horizontal loads, the wind load that strikes perpendicularly to the side facade of the shed, has a higher incidence of stresses in the structure; The seismic load is a type of horizontal load whose presence and magnitude will depend on the seismic zone where the property is located. In the present work an evaluation of efforts in columns of a shed for coliseum use is carried out, Specifically, the structural elements with the greatest magnitude of stress produced will be examined, according to the evaluation and analysis of loads present on the frame structure. For the evaluation, a three-dimensional modeling of all the structural components of the shed was carried out using structural software; Previously, the dimensions present in the structural plan were reviewed, in addition, the type of sections present in the frame were identified. The objective is to determine if the concrete column sections of the structure meet the design requirements present in the Ecuadorian Construction Standards. NEC.