Abstract:This research was dedicated to evaluating the
flexural strength of solid beams and laminated beams for two types
of woods, in the city of Cajamarca, which originates from the need
to know the capacity that these woods such as Eucalyptus and El
Pino, since they are woods that can be easily obtained in the city of
Cajamarca as they are also the cheapest on the market. The tests
were carried out in the Concrete Laboratory of the Universidad
Privada del Norte, Cajamarca headquarters, acquiring the test data
to process, analyze and interpret the information, for each of the
cases presented in the tests. In order to obtain the flexural strength
of the wooden beams, the maximum load applied to it, its dimensions
and the distance from the support where it rested were used as the
main elements. This obtaining of information was carried out in the
first place with the recognition of the material, its cuts and the
production of the solid and laminated wooden beams, in which the
dimensions of the wooden beams were identified, then it was
considered to apply the tests to determine up to how much load can
be submitted, and in that case collect the required data.
Subsequently, all the information obtained was processed and it was
determined that the performance of the solid Eucalyptus beams had
a better performance than the Eucalyptus laminated beams, but
otherwise it happened with the Pine, which, with respect to the type
of beam had a small similarity in their behavior. |